AMEND_0001_19B0014_IWW_MATANZA.pdf

PDF 5 MB Posted Apr 23, 2019

Attached to: Intracoastal Waterway, Jacksonville To Miami, Florida, Maintenance Dredging 12-Foot Project, Vicinity of Matanzas Inlet, St. Johns and Flagler Counties, Florida
Solicitation number: W912EP19B0014
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Amendment 0001 to IWW, Jacksonville To Miami, Maintenance Dredging, 12-Foot Project, Vicinity of Matanzas Inlet, St. Johns and Flagler Counties, Florida

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File	Type	Posted
Bid_Abstract_-IWW_Matanzas_CORRECTED.pdf	PDF	Jun 3, 2019
Bid_Abstract_-IWW_Matanzas_SIGNED.pdf	PDF	May 30, 2019
W912EP19B00140003.pdf	PDF	May 17, 2019
19-006_IWW_MATANZAS_CUT_SJ-61_18_OCT_2018_SB-48_3x3_AVG-N.xyz	XYZ file	May 17, 2019
19-006_IWW_MATANZAS_CUT_SJ-59_17_OCT_2018_SB-48_3x3_AVG-N.xyz	XYZ file	May 17, 2019
19-006_IWW_FLAGLER_CO_CUT_F-2_18_OCT_2018_SB-48_3x3_AVG-N.xyz	XYZ file	May 17, 2019
19-006_IWW_MATANZAS_CUT_SJ-60_17_OCT_2018_SB-48_3x3_AVG-N.xyz	XYZ file	May 17, 2019
19-006_IWW_MATANZAS_CUT_SJ-60&61-EXTRA_18_OCT_2018_SB-48_3x3_AVG-N.xyz	XYZ file	May 17, 2019
W912EP19B00140002_SF30_and_Continuation_Page.pdf	PDF	May 10, 2019
PLANS3.pdf	PDF	May 10, 2019
PLANS1.pdf	PDF	May 10, 2019
W912EP19B00140002_Specifications.pdf	PDF	May 10, 2019
PLANS4.pdf	PDF	May 10, 2019
PLANS2.pdf	PDF	May 10, 2019
drawings.pdf	PDF	Apr 19, 2019
VOL1_-_W912EP19B0014_-Matanzas.pdf	PDF	Apr 19, 2019
VOL2_-_W912EP19B0014_-Matanzas.pdf	PDF	Apr 19, 2019

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

PAGE OF PAGES

1 11

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

23 April 2019

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO.(Ifapplicable)

6. ISSUED BY CODE W912EP 7. ADMINISTERED BY (Ifother than item 6) CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

See Item 6

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.

W912EP19B0014

X 9B. DATED (SEE ITEM 11)

19-Apr-2019

10A. MOD. OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt ofthis amendment prior to the hour and date specified in the solicitation or as amended by one ofthe following methods:

(a) By completing Items 8 and 15, and returning copies ofthe amendment; (b) By acknowledging receipt ofthis amendment on each copy ofthe offer submitted;

or (c) By separate letter or telegramwhich includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. Ifby virtue ofthis amendment you desire to change an offer already submitted, such change may be made by telegramor letter, provided each telegramor letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI, FLORIDA MAINTENANCE DREDGING, 12-FOOT PROJECT, VICINITY OF

MATANZAS INLET, ST. JOHNS AND FLAGLER COUNTIES, FLORIDA

This Amendment is being issued to DELETE the DRAWINGS in their entirety AND REPLACE wiith the attached DRAWINGS.

The receipt of bids remain unchanged 21 May 2019 @ 2:00 PM Local Time.

All other conditions remain the same.

Except as provided herein, all terms and conditions ofthe document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

TEL: EMAIL:

15B. CONT RACT OR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

18-Dec-2018

EXCEPTION TO SF 30 30-105-04

STANDARD FORM 30 (Rev. 10-83) APPROVED BY OIRM 11-84 Prescribed by GSA

FAR (48 CFR) 53.243

Amendment 0001 W912EP19B0014

SF30 CONTINUATION SHEET

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI, FLORIDA MAINTENANCE DREDGING,

12-FOOT PROJECT, VICINITY OF MATANZAS INLET, ST. JOHNS AND FLAGLER COUNTIES,

FLORIDA

SUMMARY OF CHANGES

1. SPECIFICATIONS:

A. No Change

2. DRAWINGS

DELETE Drawings in their entirety and REPLACE with the attached Drawings.

(End of Summary of Changes)

US Army Corps of Engineers ®

JACKSONVILLE DISTRICT

3 4 5 6

INTRACOASTAL WATERWAY, JACKSONVILLE TO MIAMI

MAINTENANCE DREDGING, 12-FOOT PROJECT

VICINITY OF MATANZAS INLET

ST. JOHNS AND FLAGLER COUNTIES, FLORIDA

STATE OF FLORIDA

ST JOHNS COUNTY

CRESENT BEACH

MA TANZAS INLET

ALABAMA

G/JLF OF M£XICO

LOCATION MAP

N.T.S.

ATLANTIC OCEAN

DREDGE AREAS

FLAGLER COUNTY

SOLICITATION NO.: W912EP1980014

CONTRACT NO.:

ISSUE DATE:

VOLUME:

FJW�E.&o.Jf'Wf'C2.JAX.96j.d3 . ......,.,BrmJ.ffll:MJPW\Ooalment3'JrlraCOll!ltel�nlffli<llWW\�.John1CIG.\St�--.,,ZIIIFY190&M'll10-Plan•l01General\G-01

BEACH DISPOSAL SITE

GEORGIA

ORLANDO 0

FLORIDA

KEY WES�.,,-

N.T.S.

LOCATION

OF WORK

ATLANTIC

OCEAN

ST LUCIE

WEST

PALM

BEACH

MIAMI

SHEET ID

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

11 12

SHEET INDEX

SHEET TITLE

GENERAL

COVER AND SHEET INDEX

TERMS AND ABBREVIATIONS - GENERAL SYMBOLOGY

PROJECT OVERVIEW

CHANNEL CONTROL DATA

CIVIL

DREDGING PLAN - STA. 14+00 CUT SJ-59 TO STA. 25+00 CUT SJ-60

DREDGING PLAN - STA. 25+00 CUT SJ-60 TO STA. 23+00 CUT SJ-61

DREDGING PLAN - STA. 1 +00 CUT F-2 TO STA. 34+00 CUT F-2

TYPICAL CROSS SECTIONS

BEACH DISPOSAL PLAN AND TYPICAL SECTION - SUMMER HAVEN BEACH

13 14

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AMENDMENT 0001

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

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(RIPRAP)

RIPRAP

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

EXTERIOR ELEVATION

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3

MATERIAL SYMBOL KEY

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

A-32 M-51

A-21A-21

GENERAL NOTES

GENERAL SYMBOLOGY

G E

N E

R A

G-02

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

PID AF31

STAGING / UNLOADING AREA

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

PROJECT CHANNEL

DREDGING AREAS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

TIDE STAFF

49.5

SURVEY NOTES - CHANNEL

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

CHANNEL LIMIT PI IDENTIFIER

-I

W W

S J C

-G

I0 a b rv .d g n

PIPELINE ACCESS ROUTE

BEACH DISPOSAL PLAN AREA

BEACH DISPOSAL FILL

WID.

VERT

USCG

USC

USACE

TYP

TOS

TOL

TOB

STA

SSB

RGE

RFI

PID

P.I.

N.T.S.

NOAA

NGVD29

NAVD88

NAD 83

M.T.B.

M.T.B.A.C.

MLW

MLLW

MHW

ICW

HORIZ

FDOT

FDEP

EOB

ENV

EL / ELEV

ECL

DWG

DMMU

D/B

COR

CO-OPS

C/L

CHN.

CBL

BLVD

ARC

APPROX

WIDENER

WEST

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

STATION

STREET

SOUTH SETTLING BASIN

SQUARE FEET/FOOT

SHEET

SOUTH

RANGE

REQUEST FOR INFORMATION

ROAD

PERMANENT IDENTIFIER

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

NORTH

MIDDLE TURNING BASIN

MIDDLE TURNING BASIN ACCESS CHANNEL

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

EROSION CONTROL LINE

EAST

DRAWING

DREDGED MATERIAL MANAGE UNIT

DATABASE

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

PRODUCTS & SERVICES

CENTER FOR OPERATIONAL OCEANOGRAPHIC

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

AZIMUTH

ALAFIA RIVER CHANNEL

APPROXIMATE

DREDGING AREA

IDENTIFICATION

SHOWN

DRAWING WHERE

IDENTIFICATION

SHOWN

DRAWING WHERE

AND NOT TO BE USED FOR MEASUREMENTS (DATED 2014).

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

FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

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

STRUCTURES ARE INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE 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.

SURVEY FEET.

ZONE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83(90)). ALL UNITS ARE U.S.

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

REQUIRED BY ER 1110-1-8152.

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

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

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

BOUNDARY LINE

CHANNEL C/L P.I. POINT

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE

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

DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

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

SJ-59 - 61 & F-2 17 & 18- OCT-2018 SB-48

CUTS DATE OF SURVEY SURVEY VESSEL

MULTIBEAM/SIDESCAN SOUNDER. ALL DEPTHS SHOWN ARE HIGH FREQUENCY.

6. VERTICAL MEASURMENTS WERE MADE USING AN EDGETECH 6205

*NOAA TIDAL STATION “872-0686 TIDAL 1” FOR CUT SJ-59 THRU CUT SJ-61 (PID: AQ1557)

BELOW:

HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED

5. NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW

ADMINISTRATION (NOAA).

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

4.DEPTHS DEPICTED IN THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH

*REFERENCE BASE LOCATED AT “IWSJ-224” (PID: BBCD52)

THE FOLLOWING REFERENCE BASE LOCATIONS:

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

OF 1983 (NAD83).

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

PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

2. AIDS TO NAVIGATION WERE LOCATED AS PART OF THIS SURVEY.

1. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN.

REFER TO SURVEY NO. 19-006.

S O

A T

N N

D E

N E

D B

D E

S C

M A

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S U

B M

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D B

D A

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C O

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2 3 4 5 6 7 8 9 10 11 12

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US Army Corps

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X X

X X -X

X -X -X

X X

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Y Y

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J A

C K

S O

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T R

A N M

A R

C O B

L V

J A

C K

S O

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L E F

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R A

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A S

T A

L W

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W A

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A C

K S

O N

L E T

O M

M I

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

Y O

F M

A T

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A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\St.Aug - Matanzas FY19 O&M\010 - Plans\01 General\G-02

CUT F-2

DREDGING AREA

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS

DREDGE AREA LOCATION

CUT SJ-59 STA. 14+00 TO CUT SJ-61 STA. 16+00

TOTALS

TOTAL

G-03

ST JOHNS/FLAGLER COUNTY LINE

ST JOHNS COUNTY

FLAGLER COUNTY

MATANZAS IN

LET

ATLANTIC OCEAN

R A T T L E S

N A

K E

L A

N D

ATIO

AL M

O N

U M

FT. M

ATAN

ZAS

PELLICER CREEK

S .R . A

G E

N E

R A

P R

O J E

C T O

V E

R V

R-2

0 2000'1000'

CUTS SJ-59 THRU SJ-61

DREDGING AREA

P R

O J E

C T L

S U

M M

E R

H A

V E

N B

E A

C H

P O

S A

L A

R E

T R

A C

O A S T

A L W

A T E

R W

A Y

313,000

42,000

271,000

185,000

14,000

171,000

128,000

28,000

100,000

DEPTH

REQUIRED

12-FOOT

NOTE:

OVERDEPTH

ALLOWABLE

2-FOOT

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE SHOALING ANTICIPATED

-I

W W

S J C

-G

I0 o v w .d g n

PROJECT OVERVIEW

CUT F-2 STA. 3+00 TO STA. 32+00

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

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N B

U E D

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2 3 4 5 6 7 8 9 10 11 12

13 14

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US Army Corps

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N /A

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

X X

X X -X

X -X -X

X X

M M

M Y

Y Y

S T J

O H

N S A

N D F

L A

G L E

R C

O U

N T

S F

L O

%STATUS%pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\St.Aug - Matanzas FY19 O&M\010 - Plans\01 General\G-03

E R

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A C

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Y=1955000

Y=1960000

G-04

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400' 800'0

CHANNEL CONTROL DATA

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95'

75'

C U

T S J -5

C U

T S

J -6

C U

T S J -6

III

CHANNEL LIMITS

III

CHANNEL P.I. POINTS

(NAD83(90)) (FT)

PLANE COORDINATES

(NAD83(90)) (FT)

PLANE COORDINATES

576822.31 1961264.47

578143.77 1959280.44

578025.13 1956596.72

582325.63 1951064.62

576976.89 1961308.28

577134.88 1960907.94

578207.12 1959298.09

578109.67 1957093.81

578381.35

582377.07 1951100.29

1956240.33

582274.20 1951028.95

577961.68 1956576.51

578060.36 1958808.66

577984.11

577827.99 1959641.82

1959235.96

576759.15 1961246.57

BENCHMARK

IWSJ-224 1997 6.26

(NAD83(90)) (FT)

PLANE COORDINATES

SETTLING BASINS

578202.59 1959195.66

578277.52 1959192.35

578175.56 1956886.76

578773.22 1955532.60

578576.23 1955378.64

577707.82 1956495.75

577756.25 1957590.81

578028.14 1958083.47

C U

T F -2

RGE. 0

RGE. 62.5

587043.22 1937771.00

587108.32 1934357.41

587151.52 1934061.05

586989.39 1934037.70

586917.98 1937782.36

586980.60 1937776.69

587051.73 1934046.77

ELEV. (FT)

NAVD 1988

582,790.52

1,950,641.78

SCALE "A" SCALE "A"

RGE. 0

RGE. 62.5

RGE. 125.0

C U T

-5 0+

C U T

-5

+1 4.

CUT SJ-58 0+00.00

CUT SJ-57 30+57.21

C U T

-6 0+

C U T

-5

+8 3.

C U T S J- +0

C U T S J- 6+

CUT

-6 0+

CUT

-6

+0 7.

CUT SJ-58 4+40.00

CUT SJ-58 6+44.00

CUT S

J-5

9 0 +4

9.2

C U T

-5 4+

CUT SJ-60 4+75.00

CUT SJ-60 0+51.49

CUT SJ-60 0+82.00

CUT SJ-60 11+99.76

CUT SJ-60 17+05.34

CUT SJ-60 21+86.00

CUT SJ-60 23+89.97

C U T S J- +0

C U T S J- 3+

CUT SJ-58 5+00

C U T

-5 5+

C U T

-5

C U T

-5

C U T

-5

CUT SJ-60 5+00

CUT SJ-60 10+00

CUT SJ-60 15+00

CUT SJ-60 20+00

CUT SJ-60 25+00

C U T S J- +0

C U T S J- 0+

C U T S J- 5+

C U T S J- 0+

C U T S J- 5+

C U T S J- 0+

C U T S J- 5+

C U T S J- 0+

C U T S J- 5+

C U T S J- 0+

C U T S J- 5+

C U T S J- 0+

C U T S J- 5+

C U T S J- 0+

CUT SJ-60 0+00

CUT SJ-60 17+05.34

CUT F-2 0+00.00

CUT F-1 15+07.45

CUT F

-3 0

+00 .00

CUT F

-2 3

7+3 0.59

CUT F-2 34+21.00

CUT F

-3 3

+10 .00

CUT F-1 10+00

CUT F-1 15+00

CUT F-2 5+00

CUT F-2 10+00

CUT F-2 15+00

CUT F-2 20+00

CUT F-2 25+00

CUT F-2 30+00

CUT F

-3 5

+00

CUT F-2 0+00

CUT F

-3 0

+00

C U T S J -5 S

T A

C-04

SETTLING BASIN

.0 .2

.7 .6

.5 .3

.0 .0

.9 .1

.8 .7 .4

58.

0 9.

78.

38.

3 9.

4 9.

57.

37.

7 11

9 11

1 10

56.

75.

96.

25.

.9 9.

59.

39.

19.

39.

76.

.8 9.

44.

15.

65.

.0 9.

74.

85.

54.

5 10

6 8.

24.

.1 9.

15.

7 9.

14.

94.

4 8.

65.

6 9.

04.

0 7.

96.

2 7.

9 8.

7 6.

94.

6 8.

5 5.

4 7.

1 7.

6 8.

75.

05.

55.

43.

9 7.

2 8.

34.

95.

4 8.

27.

6 8.

4 7.

16.

0 7.

06.

86.

34.

6 5.

5 7.

63.

4 7.

1 7.

8 8.

RGE. 200

8 6.

53.

9 3.

3 7.

6 7.

36.

7 6.

74.

06.

57.

26.

1 6.

02.

9 3.

32.

2 6.

36.

82.

05.

4 6.

0 5.

8 6.

32.

2 6.

25.

0 6.

6 5.

3 5.

6 4.

93.

34.

1 4.

7 3.

53.

C U

T S J -5

T A . 1

R T

H E

R L

Y L

F D

R E

D G

M A

T C

H L

E D

W G

N O

C -0

T A

U T -6

R G E.

NUN-80B (02/16)

CAN-81A (02/16)

NUN-80A (02/16)

%STATUS%

AIDS TO NAVIGATION

LT-81 (02/16)

DBN-80 (02/16)

pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\St.Aug - Matanzas FY19 O&M\010 - Plans\02 Civil\C-01

100' 200'0 C-01 N

DREDGING PLAN

SHEET ID

S T

A C

U T S

J -5

O S

T A C

U T S

J -6

PLANE COORDINATES

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

S T J

O H

N S A

N D F

L A

G L E

R C

O U

N T

S F

L O

577,491

578,216

578,013

577,957

577,844

C -0

Y O

F M

A T

A N

Z A

S I

N L E

D R

E D

G P

L A

1,959,813

1,959,374

1,958,830

1,957,752

1,958,263

S T A

C -0

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

C-04

R G E.

C-01

C -0

C-03

N.T.S.

KEY MAP

N.T.S.

KEY MAP

D E

N E

D B

S U

B M

T E

D B

C H

E C

K E

D B

D R

A W

N B

A N

S I E

J L

A G

R O

N E

C O

C H

R A

N E

RGE.

VARIE

E N

A M

S O

A T

N N

C O

N T

R A

C T N

U E D

A T

D R

A W

G D

A T

X X

X X -X

X -X -X

X X

M M

M Y

Y Y

N /A

C U

T S J -6

C U

T S J -6

RGE.

VARIE

M A

R K

D E

S C

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI

C U

T S J -5

T A

CUT

-6 4+

S T

APPROXIMATE SHORELINE

D A

T E

R G E.

VB-IWW08M-SJ60-1

C-04

APPROXIMATE SHORELINE

S T

C-04

C U

T S J -6

VB-IWW08M-SJ60-2

S T

VB-IWW08M-SJ60-3

APPROXIMATE SHORELINE

S T

®of Engineers

US Army Corps

C U

T S J -6

RGE. -250

"DBN-80"

CUT SJ-60

1 2 3 4 5 6 7 8 9 10 11 12 13 14

VB-IWW08M-SJ60-4

VB-IWW08M-SJ60SB-1

C-04

C U

T S J -6

"NUN-80B"

RGE. VARIES

"LT-81"

RGE. 0

RGE. 62.5

RGE. 125

RGE. 200

"CAN-81A"

"NUN-A80"

CUT SJ-60 STA. 0+00

CUT SJ-59 STA. 23+83.83

C U

T S J -6

RATTLESNAKE ISLAND

X=577,000

X=578,000

X=579,000

Y ,9

SJ 78

SJLL 78

L 78

M A T

C H

E D

W G

N O C -0

T A C

U T -6

C U T S J -6

RGE. 125

13.7 13.6

13.4

12.9

12.2

12.3

11.9

11.6

11.7

11.5

11.4

11.3

11.1

11.0

10.8

10.9

10.8

10.6

10.4

10.5

10.3

9 9.

10.1

8 9.

9.8

9.7

9.6

4 9.

3 9.

9.3

1 9.

9.1

9.2

9.1

9.2

0 9.

0 8.

8.9

7 8.

8.7

8.8

8.7

5 8.

8.6 8.5

8.5

3 8.

8.3

8.2

8.1

0 8.

9 8.

7.9

8 7.

7.7

7.8

6 7.

5 7.

6 7.

5 7.

7.5

7.6

7.6 7.6

7.5

7.6

3 7.

7.3

7.4

7.3

7.2

9 7.

0 7.

7.0

7 6.

6.8

6.7

6.5

6.4

6.2

9 6.

5.9

5.8

5.4

5.3

4.9

4.9 4.6

4.4

4.5

4.2

4.0 3.9

3.8

3.7

3.5

3.4

3.5

3.3

R G E. 62.5

R G E. -250

R G E. 0

RGE. VARIES

R G E. 125

RGE. -250

S T

U T -6

SETTLING BASIN

S T

A C

U T S

J -6

O S

T A C

U T S

J -6

AIDS TO NAVIGATION

1,956,718

PLANE COORDINATES

577,767

1,956,187

RLB-82 (10/18)

578,072

D R

E D

G P

L A

CAN-81B (10/18)

CAN-81C (10/18)

1,955,311578,851

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI

X =579,000

X =578,000

X =577,000

Y ,9 ,0

Y ,1 ,0

RATTLESNAKE ISLAND

NATIONAL MONUMENT

FORT MATANZAS

S T

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

C-02

RGE. 62.5

RGE. 0

Y ,9 ,0

X =580,000

X =590,000

S T

C-04

Y ,1 ,0

100' 200'0

DREDGING PLAN

C U

T S

J -6

C U

T S

J -6

C U

T S

J -6

C U

T S

J -6

C U T S J -6 .3

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

%STATUS%

X X

X X -X

X -X -X

X X

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

J L

A G

R O

N E

C O

C H

R A

N E

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

Y O

F M

A T

A N

Z A

S I

N L E

S T J

O H

N S A

N D F

L A

G L E

R C

O U

N T

S F

L O

A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\St.Aug - Matanzas FY19 O&M\010 - Plans\02 Civil\C-02

VB-IWW08M-SJ60-5

VB-IWW08M-SJ61-1

VB-IWW08M-SJ61-2

VB-IWW08M-SJ61-3

C-01

C -0

C-03

N.T.S.

KEY MAP

N.T.S.

KEY MAP

APPROXIMATE SHORELINE

CUT SJ-61

"CAN-81C"

"CAN-81B"

-I

W W

S J C

M T -C

N p ln .d g n

"RLB-82"

RGE. 62.5

RGE. 0

RGE. 125

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH PLUS

S T

U T F -2

S T

U T F -2

RGE. 62.5

RGE. 0

RGE. 125

9 10

99.

.0 9.

99.

.0 9.

9 9.

7 9.

79.

89.

8 9.

79.

7 9.

69.

6 9.

69.

3 9.

4 9.

3 9.

4 9.

39.

2 9.

29.

2 9.

1 9.

2 9.

19.

9 8.

8 8.

9 8.

8 8.

8 9.

78.

5 8.

58.

5 8.

58.

5 8.

28.

3 8.

2 8.

38.

1 8.

08.

97.

8 7.

9 7.

8 7.

87.

97.

77.

67.

4 7.

47.

5 7.

37.

96.

26.

3 6.

0 6.

55.

35.

84.

0 3.

93.

5 3.

12.

PLANE COORDINATES

AIDS TO NAVIGATION

INTRACOASTAL WATERWAY JACKSONVILLE TO MIAMI

1,935,895586,930DBN-92 (10/18)

APPROXIMATE SHORELINE

S T

C-03

D R

E D

G P

L A

S T

A C

U T F -2 T

O S

T A C

U T -F -2

C-04

X=586000

X=587000

X=588000

DREDGING PLAN

100' 200'0

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

%STATUS%

X X

X X -X

X -X -X

X X

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

J L

A G

R O

N E

C O

C H

R A

N E

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

Y O

F M

A T

A N

Z A

S I

N L E

S T J

O H

N S A

N D F

L A

G L E

R C

O U

N T

S F

L O

A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\St.Aug - Matanzas FY19 O&M\010 - Plans\02 Civil\C-03

CUT F-2

VB-IWW08M-F2-1

C-01

C -0

C-03

N.T.S.

KEY MAP

N.T.S.

KEY MAP

"DBN-92"

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

%STATUS%

X X

X X -X

X -X -X

X X

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

X X

X X -X

X -X -X

X X

D R

A W

G N

A M

E H

E R

J L

A G

R O

N E

C O

C H

R A

N E

R A

C O

A S

T A

L W

A T

E R

W A

Y J

A C

K S

O N

L E T

O M

M I

M A

T E

N A

N C

E D

R E

D G

G -F

O O

T P

R O J E

C T

Y O

F M

A T

A N

Z A

S I

N L E

S T J

O H

N S A

N D F

L A

G L E

R C

O U

N T

S F

L O

A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\St.Aug - Matanzas FY19 O&M\010 - Plans\02 Civil\C-04

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

BASIN

SETTLING

R G

BASIN

SETTLING

CHANNEL

PROJECT

BASIN

SETTLING

CHANNEL

PROJECT

CHANNEL

PROJECT

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

0 100 200 300 400-100-200-300-400

R G

CHANNEL

PROJECT

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

0 100 200 300 400-100-200-300-400

E L E

V A

N I

N F

E E

L L

R G

AREA TO BE DREDGED

CHANNEL

PROJECT

BASIN

SETTLING

BASIN

SETTLING

R G

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

E L E

V A

N I

N F

E E

L L

0 100 200 300 400-100-200-300-400

R G

CHANNEL

PROJECT

R G

12-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

AREA TO BE DREDGED

WIDENER

CHANNEL

R G

E V

A R

AREA TO BE DREDGED

C-03

C-01

C-01 C-02

C-01

CROSS SECTION - CUT SJ-59 STA 18+00A

CROSS SECTION - CUT SJ-60 STA 5+00B

CROSS SECTION - CUT SJ-60 STA 10+00C

CROSS SECTION - CUT SJ-60 STA 20+00D

CROSS SECTION - CUT SJ-61 STA 10+00E

CROSS SECTION - CUT F-2 STA 10+00F

VERTICALHORIZONTAL

50' 100'0 10' 20'0

VERTICALHORIZONTAL

50' 100'0 10' 20'0

VERTICALHORIZONTAL

50' 100'0 10' 20'0

VERTICALHORIZONTAL

50' 100'0 10' 20'0

VERTICALHORIZONTAL

50' 100'0 10' 20'0

VERTICALHORIZONTAL

50' 100'0 10' 20'0

T Y

A L C

R O

S S S

E C

N S

C-04

-I

W W

S J C

M T -C

N x s c .d g n

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

EXISTING BOTTOM

AREA TO BE DREDGED

SCALE: HORIZONTAL: 1" = 50' VERTICAL: 1" = 10'

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

E L E

V A

N I

N F

E E

L L

EXISTING BOTTOM

o n

ATLANTIC OCEAN Y

Y ,9

X=588,000

X=586,000

NOTES:

(Y) NORTHING(X) EASTING

392,130.70

391,908.53

391,662.53

391,458.65

391,251.19

391,038.15

1,293,809.54

1,294,462.81

1,295,096.82

1,295,754.02

1,296,403.66

1,297,056.12

PLANE COORDINATES

NUMBER

MONUMENT

FDEP RANGE MONUMENT COORDINATES

ELEVATIONS

8.77

9.77

8.56

9.96

8.96

R-209

R-208

R-207

R-206

R-205

R-204

500' TRANSITION

(APPROX. 2,900 FT.)

BEACH DISPOSAL AREA

APPROX. 2.5 MILES TO CUTS SJ-59, SJ-60, SJ-61

INTRACOASTAL WATERWAY

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400'0 200'

C-05

X=590,000

Y ,9

BEACH DISPOSAL PLAN

230'

(SEE NOTE 4)

(SEE NOTE 3)

PIPELINE CROSSING

(SEE NOTE 5)

SENSITIVE AREA

EQUIPMENT, OR MATERIALS TO CROSS OR BE PLA CED ON THIS PROPERTY.

5. SENSITIVE RESEARCH AREA. CONTRACTOR SHALL NOT ALLOW PERSONNEL,

4. END FILL A MINIMUM OF 230 FEET NORTH OF R-208

TO THE CONTRACTOR IN THE FIELD BY THE CONTRACTING OFFICER.

3. EXACT LOCATION OF PIPELINE CROSSING FROM RIVER TO BEACH WILL BE PROVIDED

NORTH-SOUTH PASSAGE OF VEHICLES THROUGH STAGING AREA AT ALL TIMES.

2. STAGING AREA IS LOCATED IN THE OLD HWY A1A R/W. MAINTAIN A TRAVEL LANE FOR

PROJECT FEATURES.

GROUND SURVEY AND PROVIDES ONLY THE APPROXIMATE RELATIVE LOCATIONS OF

AND MAY NOT REFLECT CURRENT SITE CONDITIONS. iT DOES NOT REPRESENT AN ON-

1. AERIAL PHOTOGRAPH IS DATED 2014. IT IS INCLUDED FOR VISUAL REFERENCE ONLY

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®of Engineers

US Army Corps

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A pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Intracoastal Waterway\Atlantic IWW\Dredging\St. Johns Co.\St.Aug - Matanzas FY19 O&M\010 - Plans\02 Civil\C-05

EXISTING BOTTOM

0 200 400 600 800

+10

BEACH FILL

100.0'

VARIES

+15

-100

150-FOOT

BERM WIDTH

E D

G E O

F B

E R

W E

S T

E R

L Y E

D G

E O

O L

D H

W Y A

A R /W

E A

S T

E R

L Y E

D G

E O

O L

D H

W Y A

A R /W

DISTANCE IN FEET FROM WESTERN EDGE OF HWY A1A R/W

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N F

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E L E

V A

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N F

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N A

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+10

+15

+ 1 FT. TOLERANCE

DESIGN BERM ELEV. 5.96

SCALE N.T.S

SUMMER HAVEN BEACH - TYPICAL DISPOSAL SECTION

(SEE NOTE 3)

DREDGE MATERIAL PIPELINE ROUTE

APPROX. 1

.7 M

ILES

TO C

UT F-

DREDGE MATERIAL PIPELINE ROUTE

(SEE NOTE 2)

STAGING AREA

DREDGE MATERIAL PIPELINE ROUTE

LANDWARD EXTENT OF FILL

B E

R M

TOE OF FILL

SEAWARD EDGE OF BERM

R -2

Matanzas-Plans 19B0014.pdf

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C03MATZ.pdf

C-03

ONE&3.pdf

G-01

G-03

ONE&3.pdf

G-01

G-03

MATZ.pdf

C-03

C5MATZ.pdf

C-05

MATZ_G-01.pdf

G-01

C-05 MATZ.pdf

C-05

File details come from the government source that posted it.