B.08.02 MCSF FY20_PLANS.pdf

PDF 6 MB Posted Apr 3, 2020

Attached to: MARINE CORPS SUPPORT FACILITY-BLOUNT ISLAND, MAINTENANCE DREDGING 38-FOOT PROJECT DUVAL COUNTY, FLORIDA
Solicitation number: GROUP2-18-R-J005
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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MCSF Blount Island - Revision 0002.pdf	PDF	Apr 23, 2020
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B.08.02 MCSF-BI_GDR_FY20_Final.pdf	PDF	Apr 3, 2020
B.08.02 MCFS Blount_RTA_SPECS.pdf	PDF	Apr 3, 2020

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US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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

CIVIL

SHEET TITLESHEET ID

G-01

BEACH

ATLANTIC

MAINTENANCE DREDGING

G E

N E

ABBREVIATIONS AND SYMBOLOLOGY

PROJECT OVERVIEW

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

DUVAL COUNTY, FLORIDA

(D/A-D)

DISPOSAL AREA

DAYSON ISLAND

ISLAND

BLOUNT

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

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

D U V A L C O U N T Y

T R

A C

O A S T

A L

W A

T E

R W

A Y

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 J O H N S

E R

R I V

S T J O

H N S

R I V E R

T E R S T A T E

HECKSCHER DRIVE

NAVAL STATION MAYPORT

NOT TO SCALE

MAINTENANCE DREDGING

BLOUNT ISLAND

MARINE CORPS SUPPORT FACILITY

MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND

C O

V E

R A

N D S

H E

E T I

N D

E X

DREDGING PLAN - STA. 27+00 TO STA. 56+09.1

C-06

38-FOOT PROJECT

DREDGING CROSS SECTIONS

DISPOSAL PLAN - DAYSON ISLAND

DISPOSAL CROSS SECTIONS - DAYSON ISLAND

-M

C T -G

I0 P

L N .d g n

CHANNEL AND SURVEY CONTROL DATA

GROUP2-18-R-J005

G E

N E

R A

G-02

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

PROJECT CHANNEL

ELEVATION AND LOCATION49.5

PIPELINE ROUTE

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

UPLAND DISPOSAL AREA

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

PID AF31

CHANNEL PI POINTS

CHANNEL LIMITS

DREDGING AREA

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

IDENTIFICATION

S-56 S-56

GENERAL NOTES

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

LEGEND - GEOTECHNICAL BORINGS

LEGEND - AIDS TO NAVIGATION

SHOWN

DRAWING WHERE

DISCIPLINE DESIGNATOR

SURVEY NOTES - CHANNEL

SURVEY NOTES - UPLAND DISPOSAL

400'0 200'20' 40'0

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

-M

C T -G

I0 s y m b o ls .d g n

A B

B R

E V

N S A

N D S

Y M

B O

L O

G Y

CB-JH99-22 IDENTIFIER

SPONSOR PROVIDED HISTORIC BORING

EXISTING CONCRETE

EXISITNG SOIL

RIPRAP

NOT VALID UNLESS SIGNED AND SEALED BY A FLORIDA LICENSED SURVEYOR.

DAVID J. O’BRIEN, JR. PROFESSIONAL SURVEYOR & MAPPER, NO. 5925.

MAP IS NOT VALID WITHOUT THIS REPORT AND VICE VERSA.

ASSOCIATED WITH THIS REPORT IS BY REFERENCE MADE A PART HEREOF AND THE

SURVEYORS AND MAPPERS PER FLORIDA ADMINISTRATIVE CODE 5J-17. THE MAP

PROFESSIONAL SURVEYORS AND MAPPERS AS SET FORTH BY THE FLORIDA BOARD OF

PERFORMED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR

12. CERTIFICATION - THIS IS TO CERTIFY THAT THIS REPORT AND SURVEY HAVE BEEN

SIGNING PARTY OR PARTIES.

SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE

11. ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR REPORT BY OTHER THAN THE

LICENSED SURVEYOR AND MAPPER THIS SURVEY IS NOT VALID.

10. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA

AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

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

9. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULT OF

THE BEGINNING, PERIODICALLY IN BETWEEN, AND AT THE END OF EACH RTK SESSION.

8. QUALITY CONTROL CHECKS WERE PERFORMED AT MONUMENT CONTROL POINTS AT

INTERVALS, SEPARATED BY A MINIMUM OF SIX (6) HOURS.

UTILIZING RTK (REAL TIME KINEMATIC) GPS, BY OBSERVING 180 EPOCHS AT TWO

INFORMATION. SURVTECH ESTABLISHED TEMPORARY CONTROL ON THE BERM

CANOPY, THE SOKKIA 330R TOTAL STATION WAS UTILIZED TO COLLECT TOPOGRAPHIC

CANOPY USING THE RTK (REAL TIME KINEMATIC) GPS. IN AREAS WHERE THERE WAS

3”INSTRUMENT. TOPOGRAPHIC INFORMATION WAS COLLECTED IN AREAS WITHOUT

GPS BOARDS), DUAL FREQUENCY SYSTEMS, AND AS NEEDED, A SOKKIA 330R

7. THE TOPOGRAPHIC DATA WAS COLLECTED UTILIZING A CHAMPION TKO (TRIMBLE R-8

A BOUNDARY SURVEY OF PARCEL B DAYSON SPOIL SITE.

LEVEE, TOPOGRAPHIC DATA ON A 100-FOOT GRID OVER THE IMPOUNDMENT AREA AND

6. THE WORK CONSISTED OF CROSS SECTIONS AT 100-FOOT INTERVAL OVER THE

FEET.

5. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S. SURVEY

(NAVD88).

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

EAST ZONE.

1983, REALIZATION OF 2011, NAD83(2011), STATE PLANE COORDINATE SYSTEM, FLORIDA

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

AND DECEMBER 20, 2018.

2. SURVEY WAS PERFORMED BY SURVTECH SOLUTIONS, INC., BETWEEN NOVEMBER 16

1. USACE DATABASE SURVEY NO. 18-272.

DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

11. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED

THIS CHART IS NOT TO BE USED FOR NAVIGATION.

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

10. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES

9. NAVAIDS WERE NOT LOCATED FOR THIS SURVEY.

STA 0+00 TO STA 13+00 20 NOV 2019 SB-50

VESSEL DATE OF SURVEY AREA

DEPTHS SHOWN ARE IN HIGH FREQUENCY.

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

8. VERTICAL MEASUREMENTS WERE MADE USING A EDGETECH MODEL 6205 BATHYMETRY SYSTEM OPERATING AT

TIDE STAFF SET FROM "BIMT-101" (OPUS PID: BBBX61)

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

BASE LOCATION:

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

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

AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983.

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

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

TIDAL DATUM (KTD) MODEL, TITLED CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD.

3. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC (RTK) GPS AND UTILIZING A HYPACK KINEMATIC

NOAA TIDAL STATION "872-0221", FULTON, ST. JOHNS RIVER FOR ALL CUTS

SPECIFIED BELOW:

CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARK ASSOCIATED WITH THE TIDE GAUGE SITE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). NOAA'S VDATUM MODEL WAS USED AND

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH1983-2001, AS REPORTED BY THE

1. REFER TO SURVEY NO. 19-259.

CF CHAIN LINK FENCE

AREAS

SENSITIVE DREDGE

CONCRETE SILL

C - CIVIL

G - GENERAL

SURVEY NOTES - CHANNEL (SIDE SLOPES ONLY)

VERT

USMC

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

OFW

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

MCSF

IWW

HORZ

FDOT

FDEP

EOB

EL / ELEV

ECL

DWG

DMPF

D/A-D

COR

CONC

CHN.

CBL

BLVD

APPROX

VERTICAL

UNITED STATES MARINE CORPS

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TURNING BASIN

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

OUTSTANDING FLORIDA WATERS

NOT TO SCALE

NUMBER

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

MARINE CORPS SUPPORT FACILITY

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGE MATERIAL PLACEMENT FACILITY

DISPOSAL AREA - DAYSON ISLAND

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CONCRETE

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

OFW

FENCE BUOY

EXISITNG SOIL

SIDE SLOPE

FULL CROSS SECTION

DRAWING AREA - PLAN VIEW

DRAWING AREA CROSS SECTION PROFILE

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

THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT OF PROJECT.5.

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

THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR GENERAL INFORMATION ONLY AND 4.

OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES ARE NECESSARY FOR

STRUCTURES ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONCIBLE FOR

WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL EXISTING

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

OF 1983 (NAD83(90)). ALL UNITS ARE U.S. SURVEY FEET.

COORDINATE SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO THE NORTH AMERICAN DATUM

COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA STATE PLANE EAST ZONE 2.

REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT

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

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

11. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE

IS NOT TO BE USED FOR NAVIGATION.

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.THIS CHART

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

10. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE RESULTS OF

SURVEY 19-196 WERE ALSO USED.

9. NAVAIDS WERE LOCATED DURING THIS SURVEY. NAVAIDS COLLECTED DURING

STA 0+00 TO STA 57+00 18 SEP 2019 SB-36

VESSEL DATE OF SURVEY AREA

GATE ARE SHOWN IN LOW FREQUENCY.

THE SECURITY GATE ARE SHOWN IN HIGH FREQUENCY. DEPTHS INSIDE SECURITY

A DUAL-FREQUENCY (28/200KHZ) SINGLE-BEAM TRANSDUCER. DEPTHS OUTSIDE

SYSTEM OPERATING AT 230 KHZ AND A ROSS MODEL 835C SMARTSOUNDER WITH

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

TIDE STAFF SET FROM "BIMT-101" (OPUS PID: BBBX61)

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

WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

1983.

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

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

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

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

AND UTILIZING A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL, TITLED

3. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC (RTK) GPS

NOAA TIDAL STATION "872-0221", FULTON, ST. JOHNS RIVER FOR ALL CUTS

THE TIDE GAUGE SITE SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARK ASSOCIATED WITH

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

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

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

1. REFER TO SURVEY NO. 19-250.

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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. LUDERDALE

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C L A P B

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DAMES P

OINT - F

ULTON C

UTOFF

HECKSCHER DR. (CR. 105)

HECKSCHER DR. (CR. 105

B R

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N 'S C

R E E

CEDAR POINT CREEK

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

O L D S T. J O H N S R I V E R

S T.

J O

H N S R

I V E R

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

L I T T L E M A R S H I S L A N D

B L O

U N T

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L V

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T IS

D R

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ISLAND

BARTRAM

B L

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M A

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P S S

U P P

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T F

A C

P R O J E C

T L I M I T S

J A X P O

R T C O

N T A I N

E R T E

R M I N A

DISCHARGE

PIPELINE

(S E

E S

H E

E T . C

-0

A P P

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TOP OF EXISTING DIKE (TYP.)

INSTALLATION MANAGEMENT OFFICE (IMO)

(D/A-D)

DISPOSAL AREA

ISLAND

DAYSON

LOCATION OF WEIRS

DEPTH

REQUIRED

VOLUME TO

VOLUME

TOTAL

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

STATIONING

DREDGE AREA

DEPTH

REQUIRED

OVERDEPTH

ALLOWABLE

VOLUME IN 2'

212,000

APPROXIMATE SHORELINE APPROXIMATE SHORELINE

APPROXIMATE S

HORELINE

APPRO

XIM

ATE SHO

RELINE

APPRO

XIM

ATE SHO

RELINE

0+00 TO 56+09.10

OVERDEPTH THROUGHOUT.

NOTE: THIS CONTRACT INCORPORATES TWO FEET OF ALLOWABLE

38' 86,000

SHEET GENERAL NOTES

600' 1200'0

OVERDEPTH THROUGHOUT.

NOTE: THIS CONTRACT INCORPORATES TWO FEET OF ALLOWABLE

126,000

S T

A .1

OUTSTANDING FLORIDA WATERS - (OFW)

LIMITS OF TIMUCUAN ECOLOGICAL AND HISTORIC PRESERVE

PRESERVE OUTSTANDING FLORIDA WATERS - (OFW)

LIMITS OF TIMUCUAN ECOLOGICAL AND HISTORIC

PRESERVE OUTSTANDING FLORIDA WATERS - (OFW)

LIMITS OF NASSAU RIVER ST JOHNS RIVER MARSHES AQUATIC

NON DREDGE AREA

NOTE: SURVEY CONTROL FOR DISPOSAL AREA DEPICTED ON SHEET C-05

A .6

S T

A .8

S T

A .4

S T

A .5

S T

A -1

S T

A .5

S T

A -1

POINTS

P.I.

X Y

PLANE COORDINATES (NAD83(90)

2,202,773.45

2,203,119.65

2,205,234.91

2,205,581.12

2,205,310.50

2,205,788.09

2,205,808.05

2,206,285.64

2,202,946.55

2,206,039.55

495,141.91

495,370.75

491,418.08

491,646.92

491,176.78

491,492.47

490,424.06

490,739.75

495,256.33

490,577.08

PRIMARY PROJECT CONTROL POINTS

CHANNEL CONTROL DATA NOTES:

REVISION 22 AUGUST 2016

MARINE CORPS TERMINAL CHANNEL FRAMEWORK REPORT

JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR THE KTD FILE NAME.

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

DUPLICATE A PROJECT SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL

HEIGHTS TO THE MLLW REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO

THE KTD FILE REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC

EQUALIVALENT.

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

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

DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET

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

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

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

FOR USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

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

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3, AND LOCAL TIDE STATION DATA.

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

TIDAL MODEL:

DATUM OF 1988 (NAVD88).

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

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

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

VERTICAL REFERENCE SYSTEM:

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE

ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH.

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

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

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 DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

WITHIN THESE PLANS.

ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED

POSITIONS, TIDAL CALIBRATION BENCH MARKS, “KTD”FILE NAME AND GEOID MODEL

REFER TO THE ACCOMPANYING “SURVEY NOTES”FOR THE SURVEY CONTROL MARK

PLANS.

WITHIN THE SURVEY REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE

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

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

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

CONSTRUCTION SURVEY POSITIONING CRITERIA:

HEIGHTS RELATIVE TO MLLW.

OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED ELEVATIONS TO

CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY EMPLOYED BY

REFER TO THE NOTES OF THE LATEST FIELD SURVEY FOR THE SPECIFIC SURVEY

872 0221FULTON, ST. JOHNS RIVER

NOAA STATION IDPPCP: MLLW CALIBRATION GAGES

ENTIRE REACHOPUS PID: BBBX61BIMT-101

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

FURTHER DIRECTION.

FOR THE PPCP. IF DIFFERENCES ARE FOUND TO EXIST, ALERT USACE PERSONNEL FOR

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

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

VERIFIED FOR CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL

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

SURVEY IS DESIRED.

MUST BE USED DURING CONSTRUCTION, OR IS AN ATTEMPT TO REPRODUCT SAID

POSITIONS OF THESE CONTROL MARKS. THE POSITIONS SHOWN ON THAT SURVEY

TO THE SURVEY ACCOMPANYING THESE PLANS AND SPECIFICATIONS FOR THE

THE PPCP AND TIDE CALIBRATION SITE FOR THIS PROJECT IS LISTED BELOW. REFER

PRIMARY PROJECT CONTROL POINTS (PPCP):

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:\PWarea\_PDFs\Marine Corps Terminal\CADD Drawings MCT\127208-MCT20-GI004control.dgn

D R

A W

G D

A T

E N

A M

A N

S I E

G R

O U

P -1

-R -J

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

M A

E C

O R

P S S

U P

P O

R T F

A C

Y B

L O

U N

T I S

L A

N D

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

D U

V A

L C

O U

N T

Y F

L O

A P

A U

S T

B O

R E

L Y

S T

RGE. 500

RGE. 795

RGE. 222.5

RGE. 500

RGE. 292.5

S T

A .3

S T

A .2

S T

A .1

B A C K R I V E R

707.5

MARINE CORPS SUPPORT FACILITY CHANNEL

USACE

M T

ARP

T-

STJ

O -3

BERTH 2

BERTH 1 BERTH 3 BERTH 5

G E

N E

G-04200' 400'0

BERTH 4

APPROXIMATE SHORELINE

Y=2 ,2 ,0

X ,0

Y=2 ,2 ,0

X ,0

Y=2 ,2 ,0

X ,0

X 0Y=

-M

C T -G

I0 c o n tr o l.

d g n

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

STJO-302

BIMT-101

USACE BIMT ARP

BBCB02

BBBX61

BBGM25

2,205,559.14

2,204,048.81

2,204,802.02

491,694.95

495,095.06

493,918.46

8.07

12.19

21.79

N/A

14.51

N/A

SURVEY CONTROL PONITS- CHANNEL

C H

A N

N E

L A

N D S

U R

V E

Y C

O N

T R

O L D

A T

. 1

. 9

. 8

. 7

. 6

. 5

. 4

. 3

. 2

. 0

42.3

42.1

41.8

41.7

41.7 41.7

41.4

41.3

41.2

41.1

41.1 41.1

41.0

40.9

40.8

40.8 40.7

40.7

40.7 40.7

40.7

40.6

40.5

40.4

40.4 40.4

40.3

40.3 40.3

40.3

40.3 40.3

40.2

40.1

40.0 40.0

40.0

40.0 40.0

40.0

39.9

39.9 39.9

39.9

39.9 39.9

39.8 39.8

39.8

39.8 39.8

39.7

39.6

39.5

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.2

39.1

39.1 39.0

39.0

38.9

38.9 38.9

38.9

38.9 38.9 38.9

38.9

38.8 38.8

38.8

38.8 38.8

38.8

38.7

38.7 38.6

38.6

38.6 38.5

38.5 38.5

38.5

38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.3 38.3

38.3

38.3 38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.1

38.1 38.1

38.1

38.1 38.1

38.1

38.0

38.0 38.0

38.0

38.0 38.0 38.0

38.0

38.0 38.0

37.9

37.9 37.9

37.9

37.8

37.7

37.7 37.7 37.7

37.7 37.7

37.7

37.6

37.6 37.6

37.5 37.5

37.5

37.5 37.5

37.5

37.4

37.3 37.3

37.3

37.2

37.2 37.2

37.2 37.2 37.2

37.1 37.1 37.1

37.1

37.0 37.0

37.0

36.9

36.8

36.7 36.6

36.6 36.6

36.5

36.4

36.3

36.2 36.2

36.2

35.8

35.7

35.7 35.7

35.6

35.5

35.5 35.3

35.3 35.3

35.2

35.1 35.1

35.0

34.9

34.8

34.6

34.6 34.5

34.5

34.3

34.1 34.0

34.0

33.9

33.8

33.6

33.6 33.5

33.5

33.4

33.2 33.2

33.2

33.0

32.8 32.8

32.7

32.6 32.5

32.3

31.9

31.8

31.6 31.5

31.5

31.4 31.0 30.7

30.6

30.1 30.1

29.7

29.6 29.4

29.2

29.1

29.1 29.0

28.9

28.8

28.8 28.4

28.2 27.2

26.9

26.8

26.3 26.2

26.1

25.9

25.4

25.3

24.8 24.6 24.5 24.2 24.0

23.7

23.1 23.0 22.9

22.9

22.8 22.0

21.7

21.5

21.4 21.3

21.2

20.9

20.7

20.6

20.5

19.9 19.9 19.9

19.6

19.5 19.4

19.1

19.1 19.1

18.7 18.6 18.6

18.2 18.1

18.1 17.8

17.8

17.7

17.4 17.3 17.2 17.0

17.0

16.8

16.5 16.4 16.4

16.4

16.3

16.2 15.8

15.7 15.6 15.6

15.4

15.3

15.3 15.2

15.1

15.0

14.8

14.6

14.5 14.5

14.5 14.3

14.1

13.9

13.6 13.6 13.6

13.5

13.4

13.3 13.3

12.9

12.8

12.7

12.5

12.4

12.4 12.3 12.3 12.2

12.2

12.1 12.1

12.0

12.0 11.9

11.5

11.4

11.3

11.3 11.1

10.9

10.8

10.8 10.8

10.8

10.4 10.1

10.1

10.0

9.79.7 9.69.5

9.49.4

9.4

9.3

9.39.3

9.3

8.8

8.7

8.7 8.68.68.6 8.5

8.5

8.48.38.2 8.18.0

7.8

7.7

7.6 7.47.3

7.2

7.1

7.0

6.8

6.76.7

6.5 6.4

6.1

6.0

5.6

5.4

5.4 4.7

4.3

4.1

3.9

3.7

3.4

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:\PWarea\_PDFs\Marine Corps Terminal\CADD Drawings MCT\127208-MCT20-CN101PLN.dgn

D R

A W

G D

A T

E N

A M

A N

S I E

G R

O U

P -1

-R -J

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

M A

E C

O R

P S S

U P

P O

R T F

A C

Y B

L O

U N

T I S

L A

N D

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

D U

V A

L C

O U

N T

Y F

L O

A P

A U

S T

B O

R E

L Y

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -0

G S -B

C -3

C B -B

C -0

G S -B

C -1

V B -B

C -1

C B -B

C -0

C B -B

C -0

C B -B

C -0

G S -B

C -2

C B -B

C -0

C B -B

C -0

V B -B

C -2

C B -B

C -0

G S -B

C -5

G S -B

C -4

C B -B

C -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

C-03

C-04

S T

RGE. 707.5

RGE. 500

RGE. 292.5

RGE. 795.0

RGE 500

RGE. 222.5

A P

PIERHEAD WAY

S L

W A

Y D

C-01

-M

C T -C

N P

L N .d g n

Y= 2, 4, Y= 2, 3, Y= 2, 4, X ,0

X ,5

X ,0

X ,5

X ,0

Y= 2, 6, Y= 2, 6, Y= 2, 5, Y= 2, 7, Y= 2, 5, X ,5

X ,0

Y= 2, 5, X ,0

X ,5

X ,0

M A

T C

H L

E E

T C

-0

Y= 2, 5, X ,5

X ,0

X ,5

Y= 2, 3, B A C K R I V E R

2 FOOT ALLOWABLE OVERDEPTH

38-FOOT REQUIRED DEPTH PLUS

D R

E D

G P

L A

S T

A T

O S

T A

S T

S O

F P

R O J E

C T

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

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

S T

A F

A C

E O

F S

S T

A .6 F

A C

E O

F S

S T

A .3

PIERHEAD WAY

RGE 718.25

RGE 281.75

SHEET GENERAL NOTES

100' 200'0

DREDGE PLAN

S T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

O F F S

E T

S E

E N

O T

25' OFFSET

SEE NOTE 1

25' OFFSET

SEE NOTE 1

S T

A .6

B E R T H 2

B E R T H 1

B E R T H 4

B E R T H 3

E X

G P

E X

G P

M O

O R

G D

O L P

M O

O R

G D

O L P

E X

G M

O O

G D

O L P

F A

C E O

F E

G B

E R

T H

F A

C E O

F E

G B

E R

T H

E X

G P

R B

E R

T H

R E

T A

G W

A L L

R E

T A

G W

A L L

B E

R T

H M

O O

G D

O L P

A P

P R

O X

A T

E S

H O

R E

A P

P R

O X

A T

E S

H O

R E

B E R T H 5

SEE NOTE 2

SENSITIVE STRUCTURES

SEE NOTE 2

SENSITIVE STRUCTURES

SEE NOTE 2

STRUCTURES

SENSITIVE

SEE NOTE 2

STRUCTURES

SENSITIVE

SEE NOTE 2

SENSITIVE STRUCTURES

SEE NOTE 2

SENSITIVE STRUCTURES

NO DREDGING IN THIS AREA

TOP ELEV. 37.6' MLLW

32.6'W x 426.5'L

EXISTING SUBMERGED REINFORCED CONCRETE SILL

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES" FOR DREDGE RESTRICTIONS.

2. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "SENSITIVE

REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

ALLOWED IN THIS AREA

NO DREDGING. SPUDS, ANCHORS, SUBMERGED PIPELINE OR CABLES

ALLOWED IN THIS AREA

NO DREDGING. SPUDS, ANCHORS, SUBMERGED PIPELINE OR CABLES

0 17

41.4 40.7 40.7

40.6

40.5 40.3

40.1 40.1

40.1

40.1 40.0 40.0

39.9

39.9 39.9 39.9 39.9

39.9 39.9

39.9

39.8

39.8 39.8

39.8

39.8 39.8

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.4

39.3

39.3 39.3

39.3

39.2

39.2 39.2

39.2

39.2 39.2

39.2

39.1

39.0 39.0 39.0

38.9

38.9 38.9 38.9

38.9

38.9 38.9

38.9

38.8

38.7

38.6

38.6 38.6

38.6

38.6 38.6

38.6

38.5

38.4

38.4 38.4

38.4

38.3

38.3 38.3

38.2 38.2

38.2

38.1

38.1 38.0

38.0

37.9

37.9 37.9

37.7 37.6

37.5

37.2

36.7

36.2

36.0 36.0

36.0 35.9

35.8

35.6 35.6

35.6

35.5 35.5

34.8 34.0 33.1

33.0 32.8 32.3 32.0

31.6

31.5

31.0

30.9 30.5 29.1

29.0

28.5

28.4 28.4 28.1

28.0

27.2

26.8 26.7 26.3

25.8 25.1

24.7

24.5

23.8

23.4 23.3

22.9 22.6

22.4

22.2

22.0

21.8

21.6

21.5 21.3

21.3 20.9

20.4

20.2

20.0 19.8 19.3

19.2

19.0

19.0 18.9

18.8

18.2 17.7

17.7 17.7

17.5

17.3

17.2

17.1

17.0

16.9 16.7

16.5

16.4

16.2

16.0

15.9

15.4

15.3

15.3 15.2

15.2

15.2 15.1

15.1

15.0 15.0 14.9

14.8

14.6

14.4

14.3 14.3

14.2 13.9

13.9

13.8

13.7

13.7 13.5 13.5

13.5

13.3

13.2

13.1

12.9 12.8

12.7

12.6

12.5

12.4 12.3

12.2

12.1

12.0 12.0

11.9

11.9 11.9

11.7

11.6

11.6 11.5 11.5

11.4 11.4 11.2 11.1

10.8 10.8

10.7 10.7

10.6

10.5 10.3 9.9

9.9

9.4

9.39.3

9.3

9.2

8.9

8.8 8.48.3

8.2

7.8

7.7 7.6

7.6

7.2

7.0

6.9

6.96.8

6.7

6.56.4

6.0

5.8

5.65.4

5.15.1

5.1

4.8 4.3

4.3

4.1 4.1

2.8

C-04

S T

G S -B

C -6

C B -B

C -1

V B -B

C -3

C B -B

C -1

G S -B

C -7

C B -B

C -1

C B -B

C -1

G S -B

C -9

C B -B

C -1

G S -B

C -8

G S -B

C -1

V B -B

C -4

C B -B

C -1

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -1

C B -B

C T -1

C B -B

C T -0

C B -B

C T -0

RGE. 707.5

RGE. 500

RGE. 292.5

RGE. 500

RGE. 292.5

Y= 2, 4, RGE. 707.5

Y= 2, 2, Y= 2, 3, Y=

2, 3, X ,5

R I V E R

S O

F P

R O J E

C T S

T A .8

X ,5

X ,0

Y= 2, 5, X ,5

Y= 2, 4, Y= 2, 5, Y= 2, 4, X ,5

Y= 2, 5, X ,0

Y= 2, 2, N

-M

C T -C

N P

L N .d g n

C-02

M A

T C

H L

E E

T C

- 0

X ,0

X ,5

X ,0

X ,5

X ,0

X ,5

X ,0

X ,5

X ,0

Y= 2, 2, Y= 2, 2, Y= 2, 3, Y= 2, 3, Y= 2, 5, Y= 2, 4, D R

E D

G P

L A

S T

A T

O S

T A

SHEET GENERAL NOTES

100' 200'0

DREDGE PLAN

O F F S

E T

S E

E N

O T

M O

O R

G D

O L P

APPROXIMATE SHORELINE

B A C K R I V E R

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

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

S T

2 FOOT ALLOWABLE OVERDEPTH

38-FOOT REQUIRED DEPTH PLUS

S O

F P

R O J E

C T S

T A .1

C U T

D A M

F U L T

U T O F F

SECURITY BARRIER

FEDERAL CHANNEL LIMITS

JACKSONVILLE HARBOR

EASTERN LIMIT OF PROJECT

APPROXIMATE SHORELINE

S E

E N

O T

D R

E D

G E A

R E

S E

N S

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES" FOR DREDGE RESTRICTIONS.

2. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "SENSITIVE

REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

4. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES" FOR DREDGE RESTRICTIONS.

3. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "SENSITIVE

OF PROJECT.

2. THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT

REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

APPROVED BY CONTRACTING OFFICER'S REPRESENTATIVE.

ROUTE. EXACT ROUTE TO BE FIELD LOCATED AND

APPROXIMATE LOCATION OF OVERLAND PIPELINE

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DBN-1 (09/19) 493,873 2,203,435

LT-36 (07/19) 495,601 2,203,272

DBN-37 (07/19) 495,183 2,202,342

SIGN / TIDE STAFF (07/19) 494,852 2,204,012

SEC GATE BUOY (07/19) 493,571 2,203,771

SEC GATE BUOY (07/19) 493,600 2,204,305

PLANE COORDINATES

X Y

R"36"

G"37"

SEC GATE BUOY

TIDE STAFF

SIGN /

G"1"

LABEL

MAP

NAME

AIDS TO NAVIGATION

"IN

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STAF4

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50' 100'010' 20'0

VERTICAL HORIZONTAL

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LOOKING NORTHWESTDISTANCE IN FEET

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2-FOOT ALLOWABLE OVERDEPTH

+10

+20

+10

+20

25' DREDGING OFFSET

SEE NOTE 2

CROSS SECTION AT STA. 4+00A

C-01

R G

PROJECT CHANNEL

NO DREDGING - THIS SECTION

50' 100'010' 20'0

VERTICAL HORIZONTAL

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S O

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+10

+20

+10

+20

CROSS SECTION AT STA. 7+20B

C-01

R G

81.75'64.25'

EL. 37.6'

EL. 52.0'

R G

E .5

(TYPICAL)

SQUARE CONCRETE PILES

(TYPICAL)

SQUARE CONCRETE PILES

R G

E .5

(TYPICAL)

SQUARE CONCRETE PILES

(TYPICAL)

SQUARE CONCRETE PILES

C H

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R G

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MOORING DOLPHIN

BERTH 2

R G

E .2

R G

C H

A N

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L C

E N

T E

R L

R G

EXISTING SUBMERGED REINFORCED CONCRETE SILL

PROJECT CHANNEL

50' 100'010' 20'0

VERTICAL HORIZONTAL

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600 700 800 900 1000 1100400300200100-100

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LOOKING NORTHWESTDISTANCE IN FEET

S O

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H W

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N O

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H E

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+10

+20

+10

+20

C-01

(TYPICAL)

SQUARE CONCRETE PILES

(TYPICAL)

SQUARE CONCRETE PILES

C H

A N

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BERTH 4

R G

12+00

CROSS SECTION AT STA. 12+00

R G

E .5

R G

E .5

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

SEE NOTE 2

15' DREDGING OFFSET 15' DREDGING OFFSET

SEE NOTE 2

AREA TO BE DREDGED

R G

E .5

R G

E .5

NOT SURVEYED

EXISTING RIP-RAP

NOT SURVEYED

EXISTING RIP-RAP

RETAINING WALLRETAINING WALL

(NOT SURVEYED)

EXISTING RIP-RAP

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

(NOT SURVEYED)

EXISTING RIP-RAP

R G

E .5

(SURVEY 19-259)

EXISTING BOTTOM

(SURVEY 19-250)

EXISTING BOTTOM

(SURVEY 19-250)

EXISTING BOTTOM

(SURVEY 19-259)

EXISTING BOTTOM

(SURVEY 19-250)

EXISTING BOTTOM

(SURVEY 19-259)

EXISTING BOTTOM

(SURVEY 19-259)

EXISTING BOTTOM

(SURVEY 19-259)

EXISTING BOTTOM

(SURVEY 19-259)

EXISTING BOTTOM

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

STRUCTURES.

MATERIAL. FOR CLARITY, CHANNEL SIDE SLOPES NOT SHOWN NEAR

VARY WITH THE NATURAL ANGLE OF REPOSE FOR THE ADJACENT

CONTRACTUAL PAYMENT PROPOSES ONLY. ACTUAL SIDE SLOPES

2. CHANNEL SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR

TO STRUCTURES.

FOR INSTRUCTIONS REGARDING DREDGING ADJACENT

TITLED "ADJACENT PROPERTY AND STRUCTURES"

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH

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VERTICAL HORIZONTAL

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600 700 800 900 1000 1100400300200100-100

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V A

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BERTH 3

LOOKING NORTHWESTDISTANCE IN FEET

S O

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H W

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N O

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H E

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+10

+20

+10

+20

C-01

(TYPICAL)

SQUARE CONCRETE PILES

C H

A N

N E

L C

E N

T E

R L

R G

15+70

CROSS SECTION AT STA. 15+70

R G

E .5

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

SEE NOTE 2

15' DREDGING OFFSET

AREA TO BE DREDGED

R G

E .5

E L E

V A

N I

N F

E E

T M

L L

PROJECT CHANNEL

50' 100'010' 20'0

VERTICAL HORIZONTAL

E L E

V A

N I

N F

E E

T M

L L

600 700 800 900 1000 1100400300200100-100

E L E

V A

N I

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T M

L L

BERTH 5

LOOKING NORTHWESTDISTANCE IN FEET

S O

U T

H W

E S

N O

R T

H E

A S

+10

+20

+10

+20

C-01

(TYPICAL)

SQUARE CONCRETE PILES

C H

A N

N E

L C

E N

T E

R L

R G

21+21

CROSS SECTION AT STA. 21+21

R G

E .5

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

SEE NOTE 2

15' DREDGING OFFSET

AREA TO BE DREDGED

R G

E .5

50' 100'010' 20'0

VERTICAL HORIZONTAL

C-02

CROSS SECTION AT STA. 42+00

MOORING DOLPHIN

AREA TO BE DREDGED

PROJECT CHANNEL

R G

C H

A N

N E

L C

E N

T E

R L

R G

E .5

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

R G

E .5

R G

E .5

R G

E .5

NOT SURVEYED

APPROXIMATE GROUND

DEPTH VARIES

ACTUAL PILE

DEPTH VARIES

ACTUAL PILE

(SURVEY 19-250)

EXISTING BOTTOM

(SURVEY 19-250)

EXISTING BOTTOM

(SURVEY 19-250)

EXISTING BOTTOM

STRUCTURES

SENSITIVE

STRUCTURES

SENSITIVE

NECESSARY TO ENSURE THE SETBACK DISTANCE.

PRIOR TO DREDGING AND ADJUST THE DREDGING LIMITS AS

3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL STRUCTURES

SLOPES NOT SHOWN NEAR STRUCTURES.

FOR THE ADJACENT MATERIAL. FOR CLARITY, CHANNEL SIDE

SIDE SLOPES VARY WITH THE NATURAL ANGLE OF REPOSE

FOR CONTRACTUAL PAYMENT PROPOSES ONLY. ACTUAL

2. CHANNEL SIDE SLOPES SHOWN ON CROSS SECTIONS ARE

TO STRUCTURES.

FOR INSTRUCTIONS REGARDING DREDGING ADJACENT

TITLED "ADJACENT PROPERTY AND STRUCTURES"

1. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH

SHEET GENERAL NOTES

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60+

110+00

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11+

12+

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61+00

62+00

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0101+

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113+00

114+00

+00

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL POINTS --- DAYSON ISLAND

HORIZONTAL AND VERTICAL CONTROL POINT

FLORIDA EAST ZONE (0901), NAD83(CORS96, U.S. SURVEY FEET

PLANECOORDINATES BASED ON THE STATE PLANE SYSTEM

NAVIGATION PROJECT.

DISPOSAL SITE. THEY ARE NOT INTENDED TO BE USED FOR SURVEYING IN THE

THE SURVEY CONTROL MARKS DEPICTED HEREON ARE TO BE USED ONLY AT THIS

ST JO 352

ST JO 351

AHB895

AHB896

2,205,859.38

2,207,653.37

500,575.11

496,641.59

12.31

20.59

ST JO 351

ST JO 352

' C

H A

K F

E N

C E

H E

C K S

C H

E R D

R . (C

R . 1

2-4' BOX-RISER WEIRS

2-30" OUTFALLS

D I S P O S A L A R E A - D A Y S O N I S L A N D

(EL. 30.5')

TOP OF DIKE

(EL. 30.5')

TOP OF DIKE

HECKSCHER DR. (CR. 105

Y=2,205,000

Y=2,206,000

Y=2,207,000

Y=2,208,000

X ,0

Y= 2,204,000

P O

S A

L P

L A

O L D S

T . J

O H N S R

I V E R

C E D A R

P O I N T

C R E E K

(SEE NOTE 4)

EXISTING DREDGE PIPE SEGMENT

APPROXIMATE LOCATION OF

SHEET GENERAL NOTES

150' 300'0 C-05

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D A

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O N I S

L A

N D

DISPOSAL PLAN - DAYSON ISLAND

TO DAYSON ISLAND

ACCESS LOCATION

SEE NOTE 5

C L A P B O A

E E K

ROAD ALONG DIKE CREST

SEE NOTE 8

USING FLOATING BOOM DURING OUTFALL STRUCTURE DISCHARGE".

8. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH "FOAM ELIMINATION

PARAGRAPH "CONTROL OF WATER OUTSIDE OF CONTAINMENT DIKE"

CONTAINMENT DIKE, REFER TO SPECIFICATIONS SECTION 35 20 23,

7. IF THERE IS SEEPAGE AROUND THE BASE AND OUTSIDE OF THE EXISTING

6. STATION ALONG DIKE FOR REFERENCE PURPOSES ONLY.

5. BACKGROUND IMAGE IS FROM THE 2017 DUVAL COUNTY AERIALS.

BY THE CONTRACTING OFFICER. SEE SPECIFICATION SECTION 35 20 23.

DREDGE PIPE SEGMENT. THE EXACT LOCATION TO BE SHOWN IN THE FIELD

4. CONTRACTOR MAY CONNECT TO THE END STRUCTURES OF THE EXISTING

THE DISPOSAL AREA TOE.

WATER HAS RECEDED TO A MINIMUM DISTANCE OF 25 FEET FROM

3. WATER REMOVAL PROCESS SHALL CONTINUE UNTIL THE SURFACE

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE.

ELEVATIONS REACH 23 FEET (NAVD88), THE CONTRACTOR SHALL

MATERIAL OR WATER ELEVATION OF 23 FEET (NAVD88). IF WATER

AND DISPOSAL MONITORING. CONTRACTOR SHALL NOT EXCEED A

TURBIDITY REQUIREMENTS SPECIFIED IN SECTION 01 57 25 "TURBIDITY"

RESULTING FROM BOTH REMOVAL METHODS SHALL MEET THE

DISCHARGING WATER THROUGH THE WEIR OUTFLOWS. EFFLUENT

USING WEIR OPERATIONS OR PUMPING METHODS THAT INCORPORATE

PROCEED TO REMOVE THE PONDED WATER FROM THE DISPOSAL AREA

2. UPON COMPLETION OF DISPOSAL OPERATIONS, THE CONTRACTOR SHALL

TO PLACEMENT OF THE PIPELINE.

IN THE FIELD BY THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR

1. EXACT LIMITS OF THE PIPELINE DISCHARGE ROUTE SHALL BE APPROVED

(SEE NOTE 1)

PIPELINE ROUTE

APPROXIMATE DREDGE

PIPELINE DISCHARGE AREA

C-06

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SHEET GENERAL NOTES

THE DISPOSAL AREA SINCE THE SURVEY WAS PERFORMED.

2. SURFACES SHOWN ARE APPROXIMATE AS MATERIAL HAS BEEN PLACED IN

REFER TO SPECIFIC SURVEY NOTES FOR DATUM REFERENCES.

THIS VERTICAL DATUM IS DIFFERENT THAN THE CHANNEL HYDRO SURVEY.

AND ARE ABOVE REFERENCE DATUM UNLESS PRECEDED BY A (-) SIGN.

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NAVD88 DATUM

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(EL. 33.1')

TOP OF DIKE

(EL. 32.1')

TOP OF DIKE

(EL. 32.4')

TOP OF DIKE

0100200300 -100 -200 -300 -400 -500 -600 -700 -800 -900

E L E

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0 100 200 300-100-200-300-400-500-600-700-800

E L E

V A

V D

0100200300 -100 -200 -300 -400 -500 -600 -700

E L E

V A

V D

0 100 200 300-100-200-300-400-500-600

E L E

V A

V D

100' 200'0

VERTICAL

TYPICAL DMPF SECTION THRU DIKED1

C-05

HORIZONTAL

CENTERLINE OF DIKE AT STATION 17+00 DISTANCE IN FEET FROM CENTERLINE

EXISTING SURFACE

CENTERLINE OF DIKE AT STATION 87+00

LOOKING NORTHWESTLOOKING NORTHWEST

10' 20'0

(EL. 32.1')

TOP OF DIKE

EXISTING SURFACE

100' 200'0

VERTICAL

TYPICAL DMPF SECTION THRU DIKED2

C-05

HORIZONTAL

CENTERLINE OF DIKE AT STATION 50+00 DISTANCE IN FEET FROM CENTERLINE CENTERLINE OF DIKE AT STATION 71+00

LOOKING SOUTHWESTLOOKING SOUTHWEST

10' 20'0

DISPOSAL AREA INTERIOR

STATION 17+00 STATION 87+00

STATION 71+00STATION 50+00

+40

+30

+20

+10

+40

+30

+20

+10

+40

+30

+20

+10

+40

+30

+20

+10

127208-MCT20-GI001PLN

127208-MCT20-GI002symbols

127208-MCT20-GI003overview

127208-MCT20-GI004control

127208-MCT20-CN101PLN

127208-MCT20-CN102PLN

127208-MCT20-CN103section

127208-MCT20-CN104section

127208-MCT20-CN105disposal

127208-MCT20-CN306

File details come from the government source that posted it. Updated Apr 3, 2020.