AM0002_REV_Drawings_JAX_Harbor_MDFY19.pdf

PDF 14 MB Posted Apr 16, 2019

Attached to: Jacksonville Harbor, Maintenance Dredging, 38- and 40-Foot Projects, Cut-42 through Cut-48, Cut-55, and The Lower Terminal Channel, Duval County, FL
Solicitation number: W912EP19B0011
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Amendment 0002 Drawings

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TABLE OF CONTENTS

G - GENERAL

V - SURVEY/MAPPING

B - GEOTECHNICAL

C - CIVIL

S - STRUCTURAL

A - ARCHITECTURAL

Q - EQUIPMENT

F - FIRE PROTECTION

M - MECHANICAL

E - ELECTRICAL

T - TELECOMMUNICATIONS

2 3

Kl----------------------------------------1

TERMS AND ABBREVIATIONS

APPROX

ARC

BLVD

CBL

CHN.

DMMA

DWG

ECL

EL / ELEV

EOB

FDEP

FDOT

HORZ

APPROXIMATE

ALAFIA RIVER CHANNEL

BOULEVARD

CONSTRUCTION BASELINE

CHANNEL

CENTERLINE

CUBIC YARD

DREDGED MATERIAL MANAGE AREA

DRAWING

EROSION CONTROL LINE

ELEVATION

EDGE OF BERM

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF TRANSPORTATION

FOOT/FEET

HORIZONTAL

INV INVERT

IWW

LTC

MHW

MLLW

MLW

NAVD88

NAD83

NOAA

N.T.S.

RFI

RGE

STA

TOB

TOL

TOS

TYP

USACE

USCG

VERT

INTRACOASTAL WATERWAY

LINEAR FOOT/FEET

LOWER TERMINAL CHANNEL

MEAN HIGH WATER

MEAN LOWER LOW WATER

MEAN LOW WATER

NORTH AMERICAN VERTICAL DATUM OF 1998

NORTH AMERICAN DATUM OF 1983

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NUMBER

NOT TO SCALE

POINT OF INTERSECTION

ROAD

REQUEST FOR INFORMATION

RANGE

SHEET

SQUARE FEET/FOOT

STREET

STATION

TURNING BASIN

TERMINAL CHANNEL

TOP OF BERM

TOLERANCE

TOE OF SLOPE

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES COAST GUARD

VERTICAL

4 5

GENERAL SYMBOLOGY

LEGEND -NAVIGATION

---1------1G)>--------�- DREDGE SECTION

PROJECT CHANNEL

-1 DREDGING AREAS r-�

STAGING / UNLOADING AREA

- f-jPID AF3134 I MONUMENT OFF SHEET

IN DIRECTION OF ARROW

49.5 ELEVATION AND LOCATION

HORIZONTAL AND VERTICAL

CONTROL MONUMENT

CHANNEL LIMITS

CHANNEL Pl POINTS

LEGEND - GEOTECHNICAL BORINGS

@ CORE BORING

CB-JH99-22 IDENTIFIER

0 PROBE

P-JH99-22 IDENTIFIER

• GRAB SAMPLE

GS-JH99-22 IDENTIFIER

® VIBRACORE BORING

VB-JH99-22 IDENTIFIER

LEGEND -AIDS TO NAVIGATION

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

RED LIGHTED BUOY / GREEN LIGHTED BUOY

CAN BUOY

NUN BUOY

PROJECT DEPTH

SIGN

MATERIAL SYMBOL KEY

EXISITNG SOIL

(EARTH, 45•)

pw:\\COE-SAJPWP02JAX.saj.ds.usace.am1y.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY19\010 - Plans\01 General\G-02

6 7 8 9

REFERENCE SYMBOL KEY

VIEWING PLANE

OBJECT REFERENCED

I I I I I I I I I I I I ____ _____________________ J

CUTTING PLANE LINE

IDENTIFICATION

FULL SECTION

I L

OBJECT

REFERENCED

VIEWING PLANE

I I I I I I

I ____ _

IDENTIFICATION

DRAWING WHERE

SHOWN

CUTTING PLANE LINE

DRAWING WHERE SHOWN

PARTIAL SECTION

DETAIL BOUNDRY

I \

IDENTIFICATION

DRAWING WHERE

SHOWN

A-32

I I

\ I

LOCATION CALLED

OUT IN DETAIL

M-51

IDENTIFICATION

DRAWING WHERE SHOWN

DETAIL INDICATOR SMALL CONDITIONS DETAIL INDICATOR

TITLE

PLAN

SCALE: 1" = 100'

\_ SCALE REFERENCE

DRAWING AREA PLAN TITLE

C-16

SECTION NAME

TITLE

CROSS SECTION

SCALE: �RIZONTAL 1" = 200' VERTICAL 1" = 20'

\_ SCALE REFERENCE

DRAWING WHERE SHOWN

GRAPHIC SCALE

0 20' 40'

GRAPHIC SCALE

0 100'

0 200'

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

EXTERIOR ELEVATION

200'

400"

11 12 13

GENERAL NOTES

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.

THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON

THE FLORIDA STATE PLANE EAST ZONE COORDINATE

SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO

THE NORTH AMERICAN DATUM OF 1983 (NAD83(90)).

ALL UNITS ARE U.S. SURVEY FEET.

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE

PLANS ARE FOR INFORMATION ONLY AND WERE NOT

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED

ON THE DRAWINGS. THE CONTRACTOR SHALL BE

RESPONCIBLE FOR VERIFYING THE LOCATION OF ALL

SUCH FEATURES THAT HE/SHE DETERMINES ARE

NECESSARY FOR OR AFFECT THE PERFORMANCE OF

CONSTRUCTION OF THIS PROJECT.

4. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS

ARE FOR GENERAL INFORMATION ONLY AND ARE NOT TO

BE USED FOR MEASUREMENTS (DATED 2017).

5. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS

AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF

DRAWINGS TO THE EXTENT APPLICABLE.

6. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

SURVEY NOTES

1. REFER TO SURVEY N0. 19-001.

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

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST

ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF1983 (NAD 1983).

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

AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

NOAA'S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS

OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

NOAA TIDAL STATION 872-0218, BAR PILOTS

NOAA TIDAL STATION 872-0221, FULTON FOR CUTS

NOAA TIDAL STATION 872-0219, DAMES POINT

NOAA TIDAL STATION 872-0215, NAVY FUEL DEPOT

NOAA TIDAL STATION 872-0242, LONG BRANCH

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

REFERENCED TO MLLW UTILIZING A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL,

TITLED "CAMDENGA-NASSAU-DUVAL-ST JOHNS-FLAGLER 01 FEB2011.KTD".

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

7. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

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

FOLLOWING REFERENCE BASE LOCATIONS:

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

REFERENCE BASE LOCATED AT "BIMT-101" (OPUS PID: BBBX61)

REFERENCE BASE LOCATED AT "NEW BERLIN" (OPUS PID: BBDH77)

REFERENCE BASE LOCATED AT "DUNNS CREEK" (OPUS PID: BBCT64)

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

9. VERTICAL MEASURMENTS WERE MADE USING AN R2 SONIC MODEL 2024 MUL Tl BEAM SYSTEM

(240KHZ) AND A ROSS MODEL 835C SMARTSOUNDER WITH A DUAL FREQUENCY (28/200 KHZ)

SINGLE BEAM TRANSDUCER. ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY (200/240 KHZ)

EXCEPT FOR STATIONS 19+00 - 67+00 OF THE TERMINAL CHANNEL WHICH ARE SHOWN IN LOW

FREQUENCY (28 KHZ).

SURVEY VESSEL

SB-46

R. Witmer R. Witmer R. Witmer R. Witmer R. Witmer R. Witmer R. Witmer R. Witmer

SB-46

R. Witmer R. Witmer R. Witmer

DATE OF SURVEY A.

03, 11, & 19 DEC 2018 &2 & 7 JAN 2019

11 DEC 2018

12-13 DEC 2018

22 JAN 2019

21 JAN 2019

16 & 18 JAN2019

15 JAN 2019

14 JAN 2019

13 JAN 2019

12 JAN 2019

11 JAN 2019

09 THRU 11 JAN 2019

20 JAN 2019

19 JAN 2019

AREA SURVEYED

BAR CUT-3

CUT-4 THRU CUT-6

CUT-7 THRU CUT-15

CUT-16 THRU CUT-39

CUT-40 THRU CUT-41

CUT-42

CUT-43 THRU CUT-44

CUT-45 THRU CUT-49

CUT-50

CUT-51

CUT-52 THRU CUT-55

TERMINAL CHANNEL

CUT-A

CUT-B

CUT-G & CUT-F

10. RTK GPS BASE STATION SITES AND TIDE DATUM CALIBRATION BENCH MARKS BY CUT:

CUTS

BAR CUT-3 AND CUTS 4, 5, 6, 7, 8,

9, 10, 11, 12, 13,AND 14/15

GPS BASE STATION

CHARLIE TOWER ARP

OPUS PID: BBDC09

CUTS 16, 17, 18, 19, 39, 40, 41, 42, A, B, BIMT-101

AND ADVANCE MAINTENANCE OPUS PID: BBBX61

CUTS F, G, 42, AND 42 EXT.

CUTS 43, 44, 45, 46,

47, 48, 49, AND 50

CUTS 51, 52, 53, 54, 55,

AND TERMINAL CHANNEL

NEW BERLIN

OPUS PID: BBDH77

DUNNS CREEK

OPUS PID: BBCT64

JHFO ARP

OPUS PID: UNPUBLISHED

TIDE STAFF LOCATED FROM

MORNINGSTAR MARINA

"872 0218 TIDAL A"

VICINITY MCSF-BLOUNT ISLAND

"BIMT-101"

DAMES POINT BRIDGE

"872 0219 TIDAL A"

NAVY FUEL PIER

"872 0215 TIDAL 2"

COE DEPOT

"0242A"

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

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

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

AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

HYDROGRAPHIC SURVEYING, 30 NOV 2013.

US Army Corps of Engineers•

1/l w

_J z w w z ii::

w ::, (!) 1/l z> oz

_J - w

� � !z w>O zwu

W C:: LL

(!) Cll 0

Cll W<( _J

Cl Cll

1/l > c:: 0 w _J

>-0

SHEET ID

G-02

Cll

.5 46

.4 46

.0 46

.0 46 .0

.7 45

.6 45

.5 45

.0 45

.9 44

.5 44

.4 44

.3 .3

.3 44

.2 44

.0 44

.6 43

.3 43

.2 43

.9 42

.9 .9

.8 42

.6 42

.4 41

.4 41 .4 41

.9 39

.9 39 .9

.7 .7

.4 38

.4 38 .4

.8 37

.7 3

.4 35

.4 35 .4

.6 33

.3 31

.9 29

.8 27

.5 24

.9 20

.4 17

.4 16

.3 16

.7 14

.6 .6

.8 12

.6 12

.6 .5

.0 11 .0 11

.0 10 .8

.5 10

9.8

9.7

9.6 9.3

9.3

9.1

9.0

8.7

8.6

8.5

8.4 8.3

8.3

8.1

8.1 8.0

7.9 7.8

7.8

7.6

7.4

7.2

7.2 7.1

7.0

6.9 6.8

6.8

6.7 6.6 6.6

6.6

6.5 6.4

6.4 6.3

6.1 6.06.0

6.0 5.7

5.7 5.55.5

5.35.35.3

5.3 5.05.05.0

5.0 4.84.6 4.34.3 4.34.34.3

3.7 3.53.5

3.4

CB-42-65

CB-JH99-26

"GLT-57"

PLANE COORDINATES

AIDS TO NAVIGATION

LT. BUOY-57 (01/19) 468,654 2,209,172

RGE. -300

RGE. 00

RGE. 300

RGE. VARIES

C-09

D R

E D

G P

L A

S T

A C

U T -4

O S

T A C

U T -4

-J

H M

D -C

N .d g n

M A

T C

H L

E S

H E

E T C -0

T A

U T -4

100' 200'0

DREDGING PLAN

STA. 0+00 CUT-48

STA. 0+00 CUT-49

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

S T

A C

U T -4

S T

A C

U T -4

S T

A C

U T -4

S T

A C

U T -4

S T

A . 1

U T -4

RGE.

-30

RGE.

CUT-48

STA. 13+45.45 CUT-48

STA. 14+95.71 CUT-47

Y=2210000

Y=2209000

Y=2208000

Y=2211000

CUT-47

CUT-4

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

S T

A C

U T -4

RGE. 150

OPTION A

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Jacksonville Harbor\Maintenance Dredging FY19\010 - Plans\02 Civil\C-09

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

X X

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

C O

C H

R A

N E

O C

T O

B E

J A

C K

S O

N V

H A

R B

O R D

U V

C O

U N

T Y F

L O

T E

N A

D R

E D

A N

-F

O O

T P

R O J E

C T S

A N

D T

H E L

O W

E R T

E R

A L C

H A

N N

E L

X X

R P

T O H T

R O

C H

E C

U T -4

H R

O U

G H C

U T -4

C U

T -5

N.T.S.

KEY MAP

N.T.S.

KEY MAP

C -0 8C -0

C -0

C-12

C-11

C-10

N.T.S.

KEY MAP

N.T.S.

KEY MAP

C -0 8C -0

C -0

C-12

C-11

C-10

C-14

54.5

53.0

51.7

50.6

50.2

49.8

49.1

48.6

48.5 48.5

48.5

48.4

48.3

48.2

48.2 48.2

48.2

48.1

48.1 48.1

48.1 48.0

48.0

48.0 48.0

47.9

47.9 47.9

47.9

47.8

47.7

47.7 47.7

47.6

47.6 47.6

47.6

47.5

47.5 47.5

47.4

47.3

47.2

47.2 47.2

47.2

47.1

47.1 47.1

47.1

47.0

46.9

46.8

46.6

46.5

46.4

46.3

46.3 46.3

46.2

46.2 46.2

46.1

46.0

46.0 46.0

46.0

45.9

45.8

45.8 45.8

45.8

45.7

45.6

45.6 45.6

45.6

45.5

45.5 45.5

45.5

45.4

45.4 45.4

45.4

45.3

45.3 45.3

45.3

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.2 45.2

45.2

45.1

45.1 45.1

45.1

45.1 45.1

45.1

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0

45.0

45.0 45.0 45.0

45.0

45.0 45.0

45.0

44.9

44.9 44.9

44.9

44.9 44.9

44.9

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.8 44.8

44.8

44.7

44.6

44.6 44.6

44.6

44.6 44.6

44.6

44.5

44.5 44.5

44.5

44.5 44.5

44.5

44.4

44.4 44.4

44.4

44.3

44.3 44.3

44.3

44.2

44.1

44.1 44.1

44.1

44.1 44.1

44.1

44.0

44.0 44.0 44.0

44.0

44.0 44.0

44.0

44.0 44.0

44.0

44.0 44.0

44.0

43.9

43.8

43.8 43.8

43.8

43.8 43.8

43.8

43.7

43.6

43.6 43.6

43.6

43.5

43.5 43.5

43.5

43.4

43.4 43.4

43.4

43.3

43.3 43.3

43.3

43.3 43.3

43.3

43.2

43.2 43.2

43.2

43.2 43.2

43.2

43.2 43.2

43.1

43.1 43.1

43.1

43.0

43.0 43.0 43.0

43.0

43.0 43.0

43.0

42.9

42.9 42.9

42.9

42.9 42.9

42.9

42.9 42.9 42.9

42.9

42.8

42.8 42.8

42.8

42.8 42.8 42.8

42.8

42.7

42.6

42.6 42.6

42.6

42.5

42.4

42.4 42.4

42.4

42.4 42.4

42.4

42.4 42.4

42.3

42.3 42.3

42.3

42.2

42.2 42.2

42.1

42.0

42.0 42.0 42.0 42.0 42.0 42.0

42.0 42.0

42.0

42.0 42.0

42.0

41.9

41.9 41.9

41.9

41.8

41.8 41.8 41.8

41.8

41.7

41.7 41.7

41.7

41.6

41.5

41.5 41.5

41.5

41.4

41.3

41.2

41.2 41.2

41.2

41.2 41.2

41.2

41.1

41.1 41.1

41.1

41.1 41.1

41.1

41.0

40.9

40.9 40.9

40.9

40.8

40.7

40.6

40.5

40.4

40.4 40.4

40.4

40.4 40.4

40.4

40.3

40.3 40.3

40.2

40.2 40.2

40.1

40.1 40.1

40.1

40.0

39.9

39.9 39.9

39.9

39.8

39.8 39.8

39.8

39.8 39.8

39.7

39.6

39.6 39.6

39.6

39.5

39.4

39.4 39.4

39.4

39.3

39.2

39.1

39.1 39.1

39.1

39.1 39.1

39.1

39.0

39.0 39.0

39.0

38.9

38.8

38.7

38.6

38.5

38.4

38.3

38.2

38.1

38.0

37.9

37.8

37.7

37.6

37.5

37.4

37.3

37.2

37.2 37.2

37.2

37.1

37.0

36.9

36.8

36.7

36.6

36.5

36.4

36.3

36.2

36.1

36.0

35.9

35.8

35.7

35.6

35.5

35.4

35.3

35.2

35.1

35.0

34.9

34.8

34.7

34.6

34.5

34.4

34.3

34.2

34.1

34.0

33.9

33.8

33.7

33.6

33.5

33.4

33.3

33.2

33.1

33.0

32.9

32.8

32.7

32.6

32.5

32.4

32.3

32.2

32.1

32.0

31.9

31.8

31.7

31.6

31.5

31.4

31.3

31.2

31.1

31.0

30.9

30.8

0.8

30.8

30.7

30.6

30.5

30.4

30.3

30.2

30.1

30.0

29.9

29.8

29.7

29.6

29.5

29.3

29.2

29.1

29.0

28.9

28.9 28.7

28.6

28.3

28.2

28.1

28.0

27.9

27.7

27.6

27.3

27.2

27.1

26.7

26.5

26.4

26.3

26.2

26.0

25.8

25.7

25.6

25.2

24.8

24.4

24.3

24.1

24.0

23.9

23.8

23.7 23.5

23.3

22.9

22.3

22.2

21.9

21.8

21.5

21.4

21.3

21.2

21.1

21.0

20.8

20.7

20.6

19.9

19.7

19.6

19.1

19.0

18.8

18.7

18.5

18.0

17.8

17.6

17.3

17.1

16.5

16.1

15.9

15.7

15.3

15.0

14.4

13.6

13.5

12.9

12.7

11.8

11.3

10.9

10.8

10.5

CB-42-19

CB-97

CB-JHB03-22

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

RGE. -287.5

RGE. 0

RGE. 287.5

R G

M A

T C

H L

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H E

E T C

-1 S

T A

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X= 460

X= 461

X= 462

PLUS 2-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

C U

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STA. 35+00 CUT-55

STA. 40+00 CUT-55

S T

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STA. 40+11 CUT-55

STA. 00+00 LTC

APPROX. SHORELINE

STA. 30+00 CU

T-55

LOWER TERMINAL CHANNEL

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N .d g n

NOTES:

DREDGING PLAN

100' 200'0

STA. 34+00 CUT-55

BASE

ANCHORS SHALL NOT BE PLACED WITHIN THAN 25 FT OF UTILITIES.

UNLESS SPECIFIED OTHERWISE BY UTILITY OWNER, SPUDS AND/OR

JACKSONVILLE ELECTRIC AUTHORITY (JEA) FOR ADDITIONAL DETAILS.

LOCATIONS AND DEPTHS SHOWN. CONTRACTOR SHALL CONTACT

1. SUBAQUEOUS UTILITY LINES CROSS THE CHANNEL AT THE APPROXIMATE

TOP OF PIPE ELEVATION -48 FT MLW. SEE NOTE 1.

KENNEDY (TALLEYRAND) PLANT TO ARLINGTON, JEA,

CABLES, 69 KV PIPE TYPE SUBMARINE CABLE CIRCUITS,

APPROX. LOCATION OF 2 EA. EXISTING TRANSMISSION

SEE NOTE 1.

FORCE MAIN. TOP OF PIPE ELEVATION -51 FT. MLW.

PIPE, SUBAQUEOUS RIVER CROSSING, 8" DIA. SLUGE

APPROX. LOCATION OF JEA EXISTING DUCTILE IRON

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D R

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X ,0

Y=2,203,000

Y=2,204,000

Y=2,205,000

Y=2,206,000

Y=2,207,000

Y=2,209,000

Y=2,208,000

C U T -4

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PLAN - DISPOSAL AREA

B A

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M I S

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N D C

E L L

DETAILED INFORMATION.

WILL NOT BE ALLOWED. SEE SPECIFICATION 35 20 23 FOR MORE

6. FUELING OF LAND-BASED EQUIPMENT FROM MOORED VESSELS

REPRESENTATIVE PRIOR TO LANDING OF VESSELS.

SHALL BE APPROVED BY THE CONTRACTING OFFICER'S

5. AREAS FOR BEACHING WORK VESSELS AND UNLOADING BARGES

PARAGRAPH 3.3.2.4.

OPERATIONS SHALL BE REPAIRED ACCORDING TO SECTION 35 20 23,

4. DIKE VEGETATION AND SURFACES DAMAGED BY THE CONTRACTOR'S

CONTRACTING OFFICER'S REPRESENTATIVE.

LOCATION TO BE DETERMINED ON SITE AND APPROVED BY THE

3. APPROXIMATE LOCATION OF DISCHARGE ENTRY SHOWN. EXACT

2. CONTRACTOR SHALL PLACE DREDGED MATERIAL ONLY IN CELL A.

PHOTO.

INFORMATION ONLY. CURRENT SITE CONDITIONS MAY VARY FROM

1. AERIAL PHOTOGRAPH, DATED MARCH 2017, IS INCLUDED FOR

M I L L C O V E

(SPARTINA MARSH)

INWATER VEGETATION LINE

C E L L B 2

C E L L A

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

WETLAND DELINATION

(SPARTINA MARSH)

INWATER VEGETATION LINE

TREE LINE (TYP.)

WEIR OUTFALLS

CELL A WEIR OUTFALLS

AND OUTFALLS

EXISTING WEIRS

AND STAGING AREA

SMALL VESSEL DOCK

ENTRY POINT (SEE NOTE 3)

DREDGE DISCHARGE LINE

APPROXIMATE SHORELINE

STAGING AREA

APPROXIMATE SHORELINE

C E L L B

NOTES

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N .d g n

400'0 200'

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c16.pdf

C-16

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