B.08.02 W912EP20R0008, Plan Drawings (Ponce North Jetty).pdf

PDF 9 MB Posted Mar 30, 2020

Attached to: Ponce De Leon Inlet, North Jetty Rehabilitation and Aid to Navigation Replacement, Volusia County, Florida
Solicitation number: W912EP20R0008
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation document describes a federal contract opportunity for repairs to the North Jetty at Ponce de Leon Inlet in Volusia County, Florida. Work includes substantial moving and manipulation of new and existing stones to obtain required interlocking within tolerances, using water-based marine construction methods. A new concrete base for a U.S. Coast Guard Aid to Navigation will be constructed at the seaward jetty crest extent, and a new ATON will be constructed and attached. The period of performance is 560 calendar days from notice to proceed, with 60 days to commence work after award. A request for proposal will be issued on or about March 30, 2020, with a minimum 30-day response period. Best value tradeoff procedures will be used to award to the offeror representing best value. Proposals will be evaluated for technical merit, past performance, small business participation, and price. The NAICS code is 237990 and size standard is $39.5 million. Construction value is estimated between $5-10 million.

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W912EP-20-R-0008

JACKSONVILLE DISTRICT

GENERAL

SHEET INDEX

G-01

G-02

SHEET TITLE

G-01

PONCE DE LEON INLET

AID TO NAVIGATION REPLACEMENT

NORTH JETTY REHABILITATION AND

VOLUSIA COUNTY, FLORIDA

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COVER AND SHEET INDEX

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PROJECT OVERVIEW

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C-06

CIVIL

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S-02

S-03

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S-05

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S-07

S-08

S-09

S-10

SHEET ID

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

TYPICAL CROSS SECTION AND DESIGN PARAMETERS

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CHANNEL CONTROL DATA

ABBREVIATIONS, SYMBOLS, AND NOTES

E of Engineers

US Army Corps

SOLICITATION NO.:

NORTH JETTY CONTROL DATA

PLAN AND PROFILE JETTY REHABILITATION - STA. 17+00 TO STA. 30+00

PLAN AND PROFILE JETTY REHABILITATION - STA. 30+00 TO STA. 40+00

PLAN AND PROFILE JETTY REHABILITATION - STA. 40+00 TO STA. 50+00

PLAN AND PROFILE JETTY REHABILITATION - STA. 50+00 TO STA. 60+00

CROSS SECTIONS - STA. 21+00 TO STA. 22+00

CROSS SECTIONS - STA. 23+00 TO STA. 24+00

CROSS SECTIONS - STA. 25+00 TO STA. 26+00

CROSS SECTIONS - STA. 27+00 TO STA. 28+00

CROSS SECTIONS - STA. 29+00 TO STA. 30+00

CROSS SECTIONS - STA. 31+00 TO STA. 32+00

CROSS SECTIONS - STA. 33+00 TO STA. 34+00

CROSS SECTIONS - STA. 35+00 TO STA. 36+00

CROSS SECTIONS - STA. 37+00 TO STA. 38+00

CROSS SECTIONS - STA. 41+00 TO STA. 42+00

CROSS SECTIONS - STA. 43+00 TO STA. 44+00

CROSS SECTIONS - STA. 53+00 TO STA. 54+00

CROSS SECTIONS - STA. 39+00 TO STA. 40+00

CROSS SECTIONS - STA. 55+00

STRUCTURAL

AID TO NAVIGATION - GENERAL NOTES

AID TO NAVIGATION - ELEVATIONS

AID TO NAVIGATION - PLANS

AID TO NAVIGATION - PLATFORM CONNECTION SECTIONS AND DETAILS

AID TO NAVIGATION - DETAILS AND SECTIONS

AID TO NAVIGATION - MISCELLANEOUS DETAILS

AID TO NAVIGATION - DETAILS

AID TO NAVIGATION - LANTERN STAND ASSEMBLY

AID TO NAVIGATION - FOUNDATION MOUNTING DETAILS

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TERMS AND ABBREVIATIONS

GENERAL NOTES

TABLE OF CONTENTS

S - STRUCTURAL

C - CIVIL

G - GENERAL

SURVEY NOTES

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

F-09

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

STANDARD FORMAT

C-16

S-544B

SHEET SEQUENCE NUMBER

DISCIPLINE DESIGNATOR

WITH BUILDING ID

FACILITY IDENTIFICATION

SHEET INDENTIFICATION KEY

LEGEND

EXTERIOR ELEVATION

MARK No. CALLOUT

MARK TITLE

4 REQ'D

PART

SEQUENCE NUMBER

DRAWING WHERE SHOWN

MARK PREFIX

QUANTITY REQUIRED

REDUCED TO FIT

Mk. M-614-6BUSHING MARK M-614-6 B7 A4

C3 D8

WITH MULTIPLE VIEWS

INTERIOR ELEVATIONS

INTERIOR ELEVATION

AND MARK No.

NOMENCLATURE

A-21 A-21

A-22 A-22

REDUCED TO FIT

REDUCED TO FIT REDUCED TO FIT

0 4' 8'2'

GRAPHIC SCALE

30' 60'0

IDENTIFICATION

GRAPHIC SCALES

DRAWING AREA PLAN TITLE

IDENTIFICATION

0 4' 8'2'

GRAPHIC SCALE

COUPLING DETAIL

DRAWING AREA STANDARD DETAIL TITLE

C-24

SHEET CALLOUT

FLOOR PLAN

CROSS SECTION

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE

FULL SECTION

PARTIAL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

C4C4

IDENTIFICATION

C-76

S-56 S-56

SHOWN

DRAWING WHERE

REDUCED TO FIT

SHOWN

WHERE

DRAWING

FEET-INCHES

EQUAL TO

NUMBER

PERCENT

ELEVATION DATUM INDICATOR

DRAWING REVISION INDICATOR

OBJECT CENTERLINE IDENTIFIER

DEGREE(S)

INCHES

X'-X"

EL 45.0

X°

T/B TOP AND BOTTOM

EF EACH FACE

IDENTITY SYMBOL KEY

49.5

FEDERAL CHANNEL

ELEVATION AND LOCATION

JETTY STONE

SLOPE OF EXISTING

ARMOR STONE PLACEMENT AREA

6 CHANNEL POINTS

STAGING AREA

CENTERLINE PI POINTS

EBB

FLOOD

TIDAL DIRECTION

VERT

USCG

USACE

TYP

TOS

TOL

STA

RGE

PMB

PPCP

PID

OPUS

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

IWW

INV

HORI

FDOT

FDEP

EX.

ELEL / ELEV

CHN.

CBL

BLVD

APPROX.

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

STATION

STREET

SHEET

RANGE

ROAD

PERMANENT BENCHMARK

PRIMARY PROJECT CONTROL POINTS

PERMANENT IDENTIFIER

POINT OF INTERSECTION

ONLINE POSITIONING USER SERVICE

NATIONAL OCEANIC AND ATMOSPHERIC

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

INTRACOASTAL WATERWAY

INVERT

HORIZONTAL

FLORIDA DEPARTMENT OF TRANSPORTATION

PROTECTION

FLORIDA DEPARTMENT OF ENVIRONMENTAL

EXISTING

ELEVATION

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

BE USED FOR MEASUREMENTS (DATED 2015).

ARE FOR GENERAL INFORMATION ONLY AND ARE NOT TO

4. THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS

CONSTRUCTION OF THIS PROJECT.

NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SUCH FEATURES THAT HE/SHE DETERMINES ARE

RESPONCIBLE FOR VERIFYING THE LOCATION OF ALL

ON THE DRAWINGS. THE CONTRACTOR SHALL BE

INDICATED. NOT ALL EXISTING STRUCTURES ARE INDICATED

PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE

PLANS ARE FOR INFORMATION ONLY AND WERE NOT

3. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE

ALL UNITS ARE U.S. SURVEY FEET.

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

SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO

THE FLORIDA STATE PLANE EAST ZONE COORDINATE

2. COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR

DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE

THE INITIALS OR SIGNATURES AND REGISTRATION

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

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE

NORTH ARROW

GRID

USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

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

AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

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

SB-48 27 OCT 2017 NORTH JETTY ROCKS

SB-48 06 JULY 2017 NORTH JETTY ROCKS

UTV 11 MAY 2017 NORTH JETTY ROCKS

SURVEY VESSEL DATE OF SURVEY AREA:

3D MULTIBEAM SCANNING SONAR.

8. VERTICAL MEASUREMENTS WERE MADE USING A VELODYNE VLP-16 LASER AND BLUEVIEW

TIDE STAFF LOCATED FROM “872-1147 TIDAL 1” FOR ENTIRE SURVEY

BASE LOCATED AT “872-1147 TIDAL A” FOR ENTIRE SURVEY

FOLLOWING REFERENCE BASE LOCATION:

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

EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83 (2011)).

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

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

ABOVE THE MLLW DATUM IN THE VICINITY OF THE NORTH JETTY.

4. FOR REFERENCE, THE NAVD88 DATUM IS LOCARED +2.85 FT

(VOLUSIA-BREVARD (W-O_CANAVERALHBR_2016 05 06.KTD).

TO MLLW USING A HYPACK KINEMATIC TIDAL DATUM FILE:

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC GPS AND REFERENCED

NOAA TIDAL STATION 872-1147 FOR ENTIRE PROJECT

WITH THE TIDE GAGE SITES SPECIFIED BELOW:

AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED

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

MEAN LOWER LOW WATER (MLLW), TIDAL EPOCH 1983-2001, AS REPORTED BY THE NATIONAL

2. DEPTHS / ELEVATIONS DEPICTED BY THIS SURVEY ARE REFERENCED TO

1. REFER TO SURVEY NUMBER: 17-122.

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GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

DAYTONA BEACH

FT. LAUDERDALE

C -0

872 1147 1

872 1147 A

SURVEY CONTROL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

872 1147 1

872 1147 A

AQ1522

DK6692

1,719,360 SC

1,719,382.21

683,400 SC

683,175.27

2.21

2.83

4.78

N/A

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

HORIZONTAL CONTROL.

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

STAGING AREA INSET

NOT TO SCALE

S T A G I N G A R E A

SWOOPE POWER PLANT PROPERTY

NEW SMYRNA BEACH UTILITIES

I N T R A C O A S T

T E R W A Y

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

V O L U S I A C O U N T Y

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

P O N C E D E L E O N I N L E T

NORTH JETTY

SOUTH JETTY

G E

N E

R A

P R

O J E

C T O

V E

R V

G-03

PLAN - PROJECT OVERVIEW

AID TO NAVIGATION REPLACEMENT

PONCE IN

LET

S O

U T

H A

T L A

N T

V E

N U

H A

LIF

A X R

E R

N R

E R N

O R T H

SMYRNA DUNES PARK

L I M I T S

P R O J E C T

T R

A C

O A S T

A L W

A T E

R W

A Y

-P

D L

N J -G

I1 o v e rv ie w .d g n

N E

V E

N E

V E

1,000' 2,000'0

N D

W Y (U .S . H

W Y

B O

A T R

A M

P D

SEE INSET

STAGING AREA

SWOOPE POWER PLANT PROPERTY

NEW SMYRNA BEACH UTILITIES

S. PENINSULA DR.

OCEAN W

AY D

N . P

E N

S U L A A

V E

SOUTH

ST.

MUNICIPAL AIRPORT

NEW SMYRNA BEACH

R E

L Y

SWOOPE POWER PLANT PROPERTY

NEW SMYRNA BEACH UTILITIES

I N T R A C O A S T

T E R W A Y

S T A G I N G A R E A

BOAT RAMP DRIVE

R A

C O

A S

T A

L W

A T E

R W

Y=1725000

Y=1720000

Y=1722500

G E

N E

R A

G-04

CHANNEL CONTROL DATA

C H

A N

N E

L C

O N

T R

O L D

A T

(X) EASTING (Y) NORTHING

XVII

XVI

XII

VIII

VII

III

682,082.72

681,453.87

676,113.73

676,408.73

676,593.73

676,577.32

677,817.01

678,693.30

679,591.61

680,415.33

681,167.03

681,887.08

682,607.13

688,681.70

1,720,014.80

1,722,085.31

1,728,421.03

1,728,011.03

1,727,541.02

1,725,786.00

1,724,264.59

1,723,286.39

1,722,765.11

1,722,889.22

1,723,200.42

1,723,839.73

1,724,479.05

1,724,449.33

CHANNEL LIMITS

POINTS

P.I.

(X) EASTING (Y) NORTHING

688,681.21

688,682.19

683,032.49

682,569.35

682,294.62

681,820.69

681,953.47

681,492.62

681,840.03

681,113.22

680,882.32

680,388.36

680,440.67

679,917.56

679,571.79

679,363.32

678,858.96

678,769.19

678,523.88

677,778.99

677,855.03

676,850.29

676,527.15

676,630.12

676,542.79

676,643.81

676,510.58

676,452.96

676,364.49

676,149.73

1,724,349.33

1,724,549.32

1,724,376.97

1,724,579.24

1,724,067.85

1,723,914.51

1,723,764.96

1,723,160.15

1,723,664.23

1,723,286.37

1,722,687.07

1,722,986.29

1,722,791.91

1,722,915.35

1,722,661.00

1,723,013.20

1,723,305.87

1,723,126.73

1,723,550.44

1,724,232.09

1,724,297.08

1,725,651.86

1,725,768.41

1,726,085.52

1,727,441.50

1,727,550.28

1,727,615.75

1,728,035.16

1,727,986.90

1,728,456.60

R E

L Y

N E

V E

N E

V E

-P

D L

N J -C I1

.d g n

CHANNEL LIMITS

POINTS

P.I.

(X) EASTING (Y) NORTHING

31 676,077.72 1,728,385.46

681,399.33

681,302.49

681,502.02

681,405.71

682,128.11

682,037.33

1,722,498.02

1,722,473.11

1,722,098.81

1,722,071.81

1,720,036.89

1,719,992.71

682,644.91

681,237.06

681,220.83

681,145.53

679,611.43

678,663.46

677,014.25

676,627.56

676,543.64

1,724,378.87

1,723,128.87

1,723,114.46

1,723,083.29

1,722,869.23

1,723,406.56

1,725,328.93

1,725,803.49

1,727,531.76

Y=1727500

500' 1000'0

PLANE COORDINATES (NAD83(90)) PLANE COORDINATES (NAD83(90))

PLANE COORDINATES (NAD83(90))

SHEET GENERAL NOTES

PARAGRAPH "OBSTRUCTION OF CHANNEL"

1. SEE SPECIFICATION SECTION 01 11 00 "SUMMARY OF WORK"

CHANNEL CENTERLINE

POINTS

P.I.

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C O B

L V

J A

C K

S O

N V

L E F

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

RGE 0

XVII

I iv iii vvi vii viii

Xii

XVI

C U

T -2

C U

T -3

S ii

CUT-1A

C U T -2

C U T -3

CUT-3

CUT-4N

CUT-5N

C U T -6

C U

T -7

C U

T -8

N C

U T -9

C U

T -1

C U

T -1

RGE 100RGE 200

R G E

R G

R G E 100 v

PONCE DE LEON INLET

ATLANTIC OCEAN

N R

E R N

O R T H

R G

E V

A R

R G

RGE 200

RGE 100

RGE 0

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

P O N C E D E L E O N I N L E T

NORTH JETTY

SOUTH JETTY

G E

N E

R A

200' 400'0 G-05

FLORIDA EAST ZONE PLANE COORDINATES (NAD83(90)

POINT (Y) NORTHING(X) EASTING

XXVI

XXV

60+05

19+50

STATION

681,498.82

685,553.79

1,724,765.31

1,724,746.30

NORTH JETTY CONTROL POINTS

FEDERAL CHANNEL

-P

D L

N J -G

I1 o v e rv ie w .d g n

N E

V E

N E

V E

Y=1726000

Y=1725000

Y=1724000

Y=1723000

Y=1726000

Y=1725000

Y=1724000

Y=1723000

R E

L Y

NORTH JETTY CONTROL DATA

N O

R T

H J

E T

T Y C

O N

T R

O L D

A T

JETTY CENTERLINE

EBB

FLOOD

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

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

/3 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Ponce De Leon Inlet\North Jetty\Ponce De Leon Inlet North Jetty Rehabilitation FY17\080 - Plans\01 General\G-05

A N

S I

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

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

XXV

XXVI

S T

33.0 32.8

32.7

32.6

32.5

32.4

32.3

32.3 32.3

32.2

32.1 32.1

31.9

31.8

31.6

31.5

31.4

31.3 31.3

31.3

31.2

31.2 31.1

31.1 31.1

31.0

30.9 30.9

30.8

30.7

30.6 30.6

30.6

30.5

30.4

30.3

30.2

30.1

30.0

30.0 30.0

29.9

29.8

29.7

29.6

29.4

29.4 29.3

29.3

29.1

29.0

28.9

28.9 28.9

28.9

28.8 28.7

28.7

28.6

28.6 28.6

28.6

28.5

28.4

28.3

28.3 28.3

28.2

28.1

28.0

27.9

27.8

27.7

27.6

27.5 27.5

27.5

27.4

27.3

27.2

27.1 27.1

27.1

27.1 27.1

27.1

27.0

26.9 26.9

26.9

26.8

26.7

26.7 26.7

26.7

26.6

26.5 26.5

26.5

26.4 26.4

26.4

26.3

26.3 26.3

26.2

26.1

26.1 26.0

26.0

25.9 25.9

25.9

25.8

25.7

25.6 25.6

25.6

25.6 25.6

25.6 25.5

25.5

25.4

25.4 25.4

25.4

25.3

25.2

25.2 25.1

25.1 25.1

25.1

25.0

24.9

24.8

24.8 24.8

24.8

24.7

24.7 24.7

24.7

24.6

24.5

24.5 24.5

24.4

24.4 24.4

24.4

24.3

24.3 24.3

24.3

24.2

24.1

24.1 24.1

24.1

24.0

24.0 24.0

24.0

23.9

23.9 23.9

23.9

23.8

23.8 23.8

23.8

23.7

23.7 23.7

23.6

23.6 23.6

23.6

23.5

23.4

23.4 23.4

23.4

23.3 23.3

23.3

23.2

23.2 23.1

23.1

23.1 23.1

23.1

23.0

22.9

22.8

22.7

22.6

22.6 22.6

22.6

22.5

22.4

22.3

22.2

22.1

22.1 22.1

22.1

22.0

21.9

21.8

21.7

21.6

21.5

21.5 21.5

21.5

21.4

21.4 21.4

21.4

21.4 21.3

21.3

21.2

21.1

21.1 21.1

21.1

21.0

20.9

20.8

20.7

20.6

20.6 20.6

20.6

20.6 20.6

20.5

20.5 20.5

20.5

20.5 20.5

20.5

20.4

20.3

20.3 20.3

20.3

20.3 20.3

20.3

20.2

20.1

20.0

20.0 20.0

20.0

19.9

19.9 19.9

19.9

19.8

19.7

19.7 19.7

19.7

19.6 19.6

19.6

19.5

19.5 19.5

19.5

19.4

19.4 19.4

19.4

19.4 19.4

19.4

19.4 19.4

19.4

19.4 19.4

19.3

19.3 19.3

19.3

19.2

19.2 19.2

19.2

19.2 19.2

19.2

19.1

19.1 19.1

19.1

19.1 19.1

19.1

19.0

19.0 19.0

19.0

18.9 18.9

18.9

18.9 18.9

18.9

18.9 18.9

18.9

18.8

18.8 18.8

18.7

18.6

18.6 18.6

18.6

18.5

18.5 18.5

18.5

18.5 18.5

18.5

18.4

18.4 18.4

18.3

18.3 18.3

18.3

18.2

18.2 18.2

18.2

18.1

18.1 18.1

18.1

18.0

17.9

17.8

17.7

17.7 17.6

17.6

17.6 17.6

17.6

17.5

17.5 17.5

17.5

17.5 17.5

17.5

17.4

17.4 17.4

17.3

17.2 17.2

17.2

17.1

17.0

16.9

16.9 16.9

16.9

16.8

16.7

16.6

16.5

16.5 16.4

16.4

16.3

16.2

16.1

16.0

16.0 16.0

15.9

15.8

15.7

15.6

15.5

15.4

15.3

15.3 15.3

15.3

15.2

15.2 15.2

15.2

15.1

15.0 15.0

15.0

14.9

14.9 14.9

14.9

14.8

14.8 14.8

14.8

14.8 14.8

14.8

14.7

14.7 14.7

14.7

14.7 14.6

14.6

14.6 14.6

14.6

14.6 14.6

14.5

14.5 14.5

14.5

14.4

14.4 14.4

14.4

14.4 14.4

14.4

14.4 14.3

14.3

14.2 14.2

14.2

14.2 14.2

14.2

14.1

14.1 14.1

14.1

14.0

13.9

13.8

13.7

13.6

13.5

13.4

13.3

13.3 13.3

13.2

13.2 13.2

13.2

13.1

13.1 13.1

13.1

13.1 13.1

13.1

13.0

12.9

12.9 12.9

12.9

12.9 12.9

12.9

12.8

12.7

12.6

12.5

12.5 12.5

12.5

12.5 12.5

12.5

12.4

12.4 12.4

12.4

12.3

12.2

12.1 12.1

12.1

12.0

11.9

11.9 11.9

11.9

11.8 11.8

11.8

11.8 11.8

11.8

11.8 11.7

11.7

11.7 11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.0

10.9

10.8

10.6

10.6 10.6

10.6

10.5

10.4

10.3

10.3 10.3

10.3

10.2

10.1

10.0

9.9

9.8

9.8 9.8

9.89.7 9.6

9.69.6 9.6

9.69.5

9.5

9.5 9.5

9.4

9.3

9.2

9.2 9.2

9.1

9.0 8.9

8.9

8.8

8.8 8.88.8

8.8

8.7 8.7

8.78.6

8.6

8.58.5 8.4

8.4 8.4

8.3

8.2 8.1

8.0

7.9

7.8 7.8

7.7

7.6

7.4 7.4

7.47.3

7.1

7.1 7.0

7.0

6.96.9

6.9

6.86.8

6.7

6.56.5

6.5

6.4

6.3

6.3 6.26.1

6.1 5.9

5.9 5.9

5.8 5.85.85.8

5.8 5.65.5

5.4

5.4 5.45.4

5.4 5.3

5.3

5.2 5.2

5.2

5.1 5.1

5.1

5.0

5.0 4.8

4.8

4.8 4.7

4.7

4.6

4.6 4.4

4.4

4.44.4

4.3

4.2

4.1 3.7

3.73.5 3.4

3.1 2.92.9

2.9

2.8 2.7

2.72.6 2.3

1.9 1.1

0.9

0.6 0.5

0.5

0.5 0.4

0.4

0.3

0.1 0.1

+0.2 +0.3

+0.4

+0.4 +0.5

+0.5

+0.6 +0.6

+0.7

+0.8 +0.8

+0.8

+0.8 +0.9

+0.9 +0.9

+0.9 +1.0

+1.0

+1.0 +1.1

+1.1

+1.1 +1.1

+1.3

+1.4 +1.4

+1.4 +1.5

+1.6 +1.6

+1.7 +1.7

+1.8 +1.8

+1.9

+2.2

+2.2 +2.2

+2.3 +2.4

+2.4

+2.7 +2.7

+2.8 +2.8

+2.9

+2.9 +3.0

+3.0 +3.0

+3.1

+3.2

+3.3

+3.4 +3.4

+3.5+3.6

+3.7 +4.0

+4.0 +4.0

+4.0

+4.1 +4.1

+4.2 +4.2

+4.2 +4.4

+4.4 +4.5

+4.5

+4.6 +4.6

+4.7

+4.7 +4.8

+4.8 +4.8

+4.9 +4.9

+5.0

+5.1 +5.2

+5.2 +5.2

+5.3

+5.7

+5.9 +6.0

+6.0

+6.2

XXV

S T

17+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+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

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

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

/3 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Ponce De Leon Inlet\North Jetty\Ponce De Leon Inlet North Jetty Rehabilitation FY17\080 - Plans\05 Civil\C-01

A N

S I

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

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

C-01

50' 100'0

Y=1725000

Y=1724500

17+00

E L E

V A

N I

N F

E E

L L

30+00

E L E

V A

N I

N F

E E

L L

VERT:HORZ:

10' 20'0

-P

D L

N J -C

N p la n .d g n

N E

V E

M A

T C

H L I N

E S

H E

E T C

-0 S

T A

+20

+10

+20

+10

EXISTING GRADE

APPROXIMATE EXTENT OF EXISTING STONE

APPROXIMATE EXTENT OF EXISTING STONEAPPROXIMATE LIMITS OF JETTY REPAIRLIMIT OF JETTY CREST

50' 100'0

N E

R E

L Y

P O N C E D E L E O N I N L E T

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

NOTES:

ARMOR STONE C (8-12 TON)

FLOOD

EBB

PROFILE - JETTY REHABILITATION STA. 17+00 TO STA. 30+00

S T

A T

O S

T A

S-01 THROUGH S-10)

USCG AID TO NAVIGATION (SEE DRAWINGS

NEW CONCRETE FOUNDATION FOR

USCG AID TO NAVIGATION (STA 21+50)

NEW CONCRETE FOUNDATION FOR

ELEVATION +7.2

PROPOSED GRADE -

DISTANCE ALONG JETTY CENTERLINE IN FEET

S T

NO PLACEMENT

P L

A N A

N D P

R O

E J

E T

T Y R

E H

A B

A T

LIMIT OF FEDERAL CHANNEL

1V:3H SLOPE

PLAN - JETTY REHABILITATION STA. 17+00 TO STA. 30+00

2. SEE SHEET C-05 FOR JETTY DESIGN PARAMETERS.

CONTRACTOR SHALL VERIFY ACTUAL EXTENT AS NEEDED.

1. APPROXIMATE EXTENT OF EXISTING STONE BASED UPON VISUAL INTERPRETATION OF SURVEY DATA.

41.8

41.8 41.6

41.4

41.3

41.3 41.3

41.2 41.2

41.2

41.1 41.1

41.1 41.0

41.0

40.7 40.7

40.5

39.9 39.7

39.6

39.5

39.3

39.2 39.1

39.1 39.1

39.1

39.0

38.9

38.8

38.8 38.8

38.7 38.7

38.7

38.5

38.4

38.3 38.2

38.2

38.2 38.1

38.1

38.0

38.0 38.0

38.0 37.9

37.9

37.9 37.8

37.7

37.6

37.5 37.4

37.2

37.1

37.0

36.9

36.9 36.8

36.8

36.7

36.6

36.6 36.5

36.5

36.5 36.4

36.4

36.3 36.3

36.2

36.1

36.0

35.9

35.8

35.7

35.7 35.6

35.6

35.5 35.4

35.4

35.3

35.3 35.3

35.2 35.2

35.2

35.1

35.0

34.9

34.7 34.7

34.7

34.6

34.5

34.4

34.3

34.2

34.0

34.0 34.0

34.0

33.9

33.8

33.7 33.6

33.6

33.5 33.5

33.5

33.4

33.3

33.2

33.2 33.2

33.1

33.1 33.0

33.0

32.9

32.8

32.8 32.8

32.7

32.6

32.5

32.4

32.3

32.2

32.2 32.2

32.2

32.1

32.1 32.1

32.1

32.0

31.9

31.8

31.8 31.7

31.7 31.7

31.7

31.6

31.5

31.5 31.5

31.5

31.4 31.4

31.4

31.3

31.2

31.1

31.0

30.9

30.8

30.7

30.6

30.6 30.6

30.6

30.5

30.5 30.4

30.4

30.3

30.2

30.2 30.2

30.2

30.1

30.0

29.9

29.8

29.7

29.6

29.5

29.4

29.3

29.2

29.2 29.2

29.2

29.1

29.0

28.9

28.8

28.8 28.7

28.7

28.6

28.6 28.6

28.5

28.4

28.3

28.3 28.3

28.3

28.2

28.1

28.0

28.0 27.9

27.9

27.8

27.7

27.6

27.6 27.6

27.6

27.5

27.4

27.3

27.2

27.1

27.1 27.1

27.0

26.9

26.8

26.8 26.7

26.7

26.6

26.6 26.6

26.6

26.5

26.5 26.4

26.4

26.3

26.2

26.2 26.2

26.2

26.1

26.0

26.0 26.0

26.0

25.9

25.9 25.9

25.9

25.8 25.8

25.8

25.7

25.6

25.5 25.5

25.5

25.4 25.4

25.4

25.4 25.4

25.4

25.3

25.3 25.3

25.3

25.2

25.1 25.1

25.1

25.0

25.0 25.0

25.0

24.9

24.9 24.9

24.9

24.8

24.7

24.7 24.7

24.6

24.5

24.5 24.4

24.4

24.3

24.2 24.2

24.1

24.0

24.0 23.9

23.8

23.7

23.6

23.5

23.4

23.3

23.3 23.3

23.3

23.2

23.1

23.0

22.9

22.8

22.7

22.6 22.6

22.6

22.5 22.4

22.4

22.3 22.3

22.3

22.2

22.2 22.2

22.2

22.1

22.0

21.9

21.9 21.7

21.6 21.6

21.6

21.4

21.3

21.2

21.1

21.1 20.8

20.7

20.6

20.6 20.4

20.3

20.2

20.1

19.9

19.7

19.6

19.6 19.5

19.5

19.4

19.2

19.2 19.2

19.1

19.0 18.9

18.7

18.6 18.6

18.5

18.4

18.3 18.2

18.2

18.1

18.0

18.0 18.0

18.0

17.8 17.8

17.8

17.7 17.6

17.4

17.2

16.9 16.9

16.7

16.6

16.6 16.5

16.3

16.2

16.1 16.1

15.9

15.7

15.6

15.6 15.6

15.6

15.6 15.6

15.5

15.2

15.115.1

15.0 15.0

15.0 14.8

14.5

14.4

13.6 13.5

13.1

13.0 12.9

12.6

12.5

12.3 12.2

12.2

12.1

12.0

11.9

11.8

11.7

11.6 11.6

11.6

11.6 11.6

11.6

11.5

11.4

11.3

11.2

11.2 11.2

11.2

11.1

11.0

10.9 10.9

10.9

10.9 10.9

10.9

10.8

10.8 10.8

10.8

10.8 10.8

10.8

10.8 10.8

10.7

10.7 10.7

10.7

10.7 10.7

10.7

10.7 10.7

10.7

10.6 10.6

10.6

10.6 10.6

10.6

10.5

10.4

10.4 10.4

10.4

10.4 10.4

10.4

10.4 10.4

10.3

10.3 10.3

10.3

10.3 10.3

10.3

10.3 10.3

10.3

10.3 10.3

10.3

10.2

10.2 10.2

10.2

10.1

10.1 10.1

10.1

10.1 10.1

10.1

10.1 10.1

10.1

10.1 10.1

10.1

10.0

10.0 10.0

10.0

10.0 10.0

10.0

10.0 10.0

9.9

9.9 9.9

9.9

9.9 9.9

9.9

9.8

9.7 9.7

9.7

9.7 9.7

9.7

9.6

9.6 9.6

9.6

9.5

9.5 9.5

9.5

9.4

9.4 9.4

9.4

9.3

9.2

9.2 9.2

9.2

9.2 9.2

9.2

9.1

9.1 9.1

9.0

9.0 9.0

8.9

8.8

8.8 8.8

8.8

8.8 8.8

8.7

8.6

8.5

8.5 8.5

8.5

8.5 8.5

8.5

8.4

8.3

8.2

8.2 8.2

8.2

8.1

8.1 8.1

8.1

8.0

7.9

7.8

7.7

7.7 7.7

7.7

7.7 7.7

7.7

7.6

7.5

7.5 7.5

7.5

7.4

7.47.4

7.4

7.3

7.3 7.37.3

7.3

7.2 7.2

7.2

7.1

7.1 7.1

7.0

6.9

6.8 6.8

6.8

6.7

6.7 6.7

6.76.7 6.6

6.6

6.5

6.4

6.4 6.4

6.4 6.3

6.3

6.2

6.2 6.2

6.1

6.0

5.9

5.8

5.7 5.7

5.7

5.6 5.6

5.6

5.5

5.3

5.35.2 5.2

5.2

5.1

5.15.1

5.1 5.0

4.9

4.9 4.9

4.94.9

4.8

4.8 4.8

4.7

4.7 4.64.5

4.5

4.4 4.4

4.44.4

4.3 4.3

4.34.2

4.2 4.2

4.1 4.1

4.1

4.0

3.9

3.9 3.8

3.5

3.4

3.3 3.1

3.1 3.1

3.03.0 2.9

2.92.8 2.7

2.6 2.6

2.62.5 2.3

2.32.3 2.2

1.81.7

1.7

1.7 1.61.6

1.5 1.51.41.1

1.11.1 0.4

0.40.3

+0.1

+0.3

+0.5 +0.6

+0.7

+0.7 +0.8

+1.0

+1.1

+1.1 +1.3

+1.4

+1.6

+1.6 +1.7

+1.8 +1.8

+1.9

+2.0

+2.1

+2.2 +2.2

+2.3 +2.3

+2.3 +2.4

+2.4

+2.4 +2.4

+2.4 +2.5

+2.5

+2.5 +2.6

+2.6

+2.6 +2.7

+2.7 +2.7

+2.8

+2.9

+2.9 +3.0

+3.0+3.0

+3.0

+3.0+3.1

+3.1

+3.2

+3.3

+3.4 +3.4

+3.4+3.4

+3.5 +3.5

+3.5

+3.6

+3.6 +3.6

+3.6

+3.8 +3.8

+3.9

+3.9 +3.9

+4.0

+4.0 +4.1

+4.2

+4.3 +4.3

+4.3 +4.5

+4.5 +4.8

+4.8 +4.9

+5.2 +6.0

30+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+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

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

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

/3 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Ponce De Leon Inlet\North Jetty\Ponce De Leon Inlet North Jetty Rehabilitation FY17\080 - Plans\05 Civil\C-02

A N

S I

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

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

C-02

Y=1725000

VERT:

10' 20'0

HORZ:

50' 100'0

40+00

E L E

V A

N I

N F

E E

L L

30+00

E L E

V A

N I

N F

E E

L L

M A

T C

H L

E S

H E

E T C

-0 S

T A

M A

T C

H L I N

E S

H E

E T C

- 0 S

T A

+20

+10

+20

+10

EXISTING GRADE

APPROXIMATE EXTENT OF EXISTING STONE

OF JETTY REPAIR

APPROXIMATE LIMITS

JETTY CREST

LIMIT OF

50' 100'0

N E

V E

-P

D L

N J -C

N p la n .d g n

N E

S T

P O N C E D E L E O N I N L E T

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

R E

L Y

NOTES:

2. SEE SHEET G-05 FOR JETTY DESIGN PARAMETERS.

CONTRACTOR SHALL VERIFY ACTUAL EXTENT AS NEEDED.

1. APPROXIMATE EXTENT OF EXISTING STONE BASED UPON VISUAL INTERPRETATION OF SURVEY DATA.

FLOOD

EBB

ARMOR STONE C (8-12 TON)ARMOR STONE B (5-9 TON)ARMOR STONE A (2-6 TON)

PLAN - JETTY REHABILITATION STA. 30+00 TO STA. 40+00

PROFILE - JETTY REHABILITATION STA. 30+00 TO STA. 40+00

S T

A T

O S

T A

ELEVATION +7.2

PROPOSED GRADE -

DISTANCE ALONG JETTY CENTERLINE IN FEET

P L

A N A

N D P

R O

E J

E T

T Y R

E H

A B

A T

LIMIT OF FEDERAL CHANNEL

47.5 47.3

47.2 47.1

47.1 47.0

47.0 46.9

46.9

46.6

46.4 46.4

46.3 46.3

46.3

46.2 46.1

46.1

45.9

45.8 45.6

45.6

45.5 45.5

45.4 45.4

45.4 45.3

45.3

45.2 44.9

44.8

44.8 44.7

44.7

44.6 44.6

44.4

44.3

44.2

44.1 44.1

44.1

44.0

43.9

43.8

43.7 43.6

43.6

43.6 43.6

43.6

43.5

43.4

43.3

43.2

43.2 43.2

43.2

43.1

43.0

42.9 42.9

42.9

42.8

42.7

42.6

42.6 42.6

42.6

42.5

42.4

42.3

42.2

42.1

42.0

41.9

41.9 41.8

41.8 41.8

41.8

41.7 41.7

41.7

41.6

41.6 41.6

41.5

41.4

41.4 41.4

41.4

41.3

41.2

41.1

41.0

41.0 41.0

40.9

40.9 40.9

40.9

40.8 40.8

40.8

40.7 40.7

40.6

40.6 40.6

40.6

40.5 40.5

40.5

40.4

40.3

40.2

40.1

40.1 40.0

40.0 40.0

40.0

39.9

39.8

39.7

39.7 39.7

39.7

39.6

39.5

39.4

39.3

39.3 39.3

39.3

39.2

39.2 39.1

39.1

39.0

39.0 39.0

39.0

39.0 39.0

39.0

38.9

38.9 38.9

38.9

38.8

38.8 38.8

38.8

38.7

38.7 38.7

38.7 38.6

38.6

38.5

38.4

38.4 38.4

38.4

38.4 38.4

38.4

38.3

38.3 38.3

38.3

38.3 38.2

38.2

38.1

38.1 38.1

38.1

38.0

38.0 38.0

38.0

37.9 37.9

37.9

37.9 37.8

37.8

37.7

37.7 37.7

37.7

37.6

37.6 37.6

37.6

37.5

37.4

37.3

37.2

37.1 37.1

37.0

36.9

36.9 36.9

36.9

36.8

36.7

36.7 36.7

36.7

36.6

36.5

36.5 36.5

36.5

36.5 36.4

36.4

36.3 36.3

36.3

36.2

36.2 36.2

36.2

36.1 36.1

36.1

36.0

36.0 36.0

36.0

35.9

35.9 35.9

35.8

35.7

35.7 35.7

35.6

35.5

35.5 35.5

35.5

35.4

35.3

35.3 35.3

35.3

35.3 35.2

35.2

35.1

35.0

35.0 35.0

34.9 34.9

34.9

34.9 34.8

34.8

34.7 34.7

34.7

34.6

34.5

34.5 34.5

34.4

34.3

34.2

34.1

34.0

33.9

33.8

33.8 33.8

33.7

33.6

33.5 33.4

33.4

33.3

33.2

33.1

33.0 33.0

32.9

32.9 32.8

32.8

32.7

32.6

32.5

32.4

32.3

32.1

32.0

31.9

31.8

31.7

31.6

31.5

31.4

31.3

31.3 31.3

31.3 31.1

31.1

31.1 31.0

30.9

30.8

30.7

30.5

30.5 30.5

30.4

30.4 30.2

30.2

30.1

30.0

29.9

29.8

29.6

29.5 29.5

29.5 29.4

29.1

29.0

28.9

28.7

28.5

28.4

28.2

28.1

28.0

27.8

27.7

27.5

27.4 27.4

27.3

27.2

27.1

27.0

26.9 26.7

26.6

26.5

26.4

26.3 26.3

26.2

26.1

26.0

25.9 25.7

25.6

25.4

25.3

25.2

25.0

24.9

24.7 24.6

24.6

24.4 24.4

24.3

24.3 24.2

24.2

24.1

24.0

24.0 23.9

23.8

23.8 23.6

23.6 23.5

23.5

23.4 23.3

23.3

23.0

22.9 22.8

22.7

22.6 22.6

22.5 22.4

22.4 22.3

22.2

22.0 21.9

21.7

21.6

21.4 21.3

21.1

21.0

20.9 20.9

20.8

20.7

20.5 20.5

20.5

20.3 20.2

20.0

19.9

19.8 19.7

19.6

19.5

19.4 19.1

18.8

18.7

18.6

18.4 18.4

18.3

18.2

18.0

17.9 17.8

17.6

17.4

16.9

16.8 16.6

16.5 16.3

16.2

15.9 15.7

15.7

15.4

15.215.2 15.1

15.0 14.9

14.8 14.4

14.4 14.3

14.2

14.2 14.1

14.1

14.0

14.0 13.9

13.8

13.7

13.5

13.4 13.2

13.1

12.7

12.6

12.5 11.9

11.9

11.9 11.711.6

11.6

11.4

11.4 11.4

11.3

11.3 11.2

11.2 11.2

10.4 10.3

10.1 9.9

9.6

9.3 9.29.1

9.1

8.98.9 8.8

8.8 8.7

8.5

8.4 8.0

7.9

7.8

7.7

7.6

7.5

7.5 7.5

7.5

7.4

7.3

7.2

7.1

7.1 7.1

7.0

6.9

6.8

6.7

6.6

6.5

6.3

6.3 6.3

6.3

6.3 6.2

6.2

6.1

6.0

5.9

5.8

5.7

5.6

5.5

5.4

5.2

5.1

5.1 5.0

5.0

4.9

4.8

4.7

4.6

4.5

4.4

4.4 4.44.3

4.3

4.2

4.1

4.14.0

4.0

3.9

3.9 3.9

3.9 3.73.3

3.3 3.3

3.23.1 3.1

3.12.9 2.7

2.12.1 1.9

1.8 1.10.8

0.8 0.8

0.6 0.3

0.30.1 0.1

0.1 +0.1

+0.1

+0.1 +0.1

+0.1 +0.3

+0.5 +0.5

+0.5 +0.6

+0.6 +0.7

+0.8

+0.9

+0.9 +0.9

+1.1

+1.1 +1.2

+1.3

+1.3 +1.5

+1.6 +1.6

+1.6

+1.9 +2.0

+2.0 +2.0

+2.2

+2.3 +2.3

+2.4

+2.5

+2.6

+2.6 +2.7

+2.7

+2.7 +2.8

+2.9 +3.0

+3.2 +3.2

+3.4 +3.5

+3.5

+3.7

+3.8

+3.9

+3.9 +4.0

+4.0

+4.0 +4.2

+4.3 +4.4

+4.4

+4.7

+4.8

+4.9

+5.0

+5.0 +5.1

+5.2

+5.3

+5.5

+5.6

+5.6 +5.7

+5.7 +5.7

+5.8 +6.0

+6.1

+6.2

+6.3

+6.3 +6.3

+6.4

+6.5

+6.5 +6.7

+6.7 +6.8

+6.8

+6.9 +6.9

+7.1

+7.4 +7.6

+7.6 +7.7

+7.8

+8.6

40+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+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

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

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

/3 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Ponce De Leon Inlet\North Jetty\Ponce De Leon Inlet North Jetty Rehabilitation FY17\080 - Plans\05 Civil\C-03

A N

S I

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

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

C-03

50' 100'0

Y=1725000

40+00

E L E

V A

N I

N F

E E

L L

50+00

E L E

V A

N I

N F

E E

L L

VERT:HORZ:

10' 20'0

-P

D L

N J -C

N p la n .d g n

M A

T C

H L I N

E S

H E

E T C

- 0 S

T A

+20

+10

+20

+10

30 30

EXISTING GRADE

M A

T C

H L I N

E S

H E

E T C

- 0 S

T A

APPROXIMATE EXTENT OF EXISTING STONE

APPROXIMATE LIMITS OF JETTY REPAIR

LIMIT OF JETTY CREST

APPROXIMATE EXTENT OF EXISTING STONE

50' 100'0

N E

V E

N E

V E

P O N C E D E L E O N I N L E T

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

R E

L Y

NOTES:

WALKWAY (STA 44+45)

EXTENT OF EXISTING

APPROXIMATE SEAWARD

S T

A T

O S

T A

FOR FURTHER DETAILS.

EXTENT AT APPROXIMATELY STATION 44+45, SEE SECTION 01 11 00 PARAGRAPH "PROJECT DESCRIPTION"

3. THERE IS AN EXISTING CONCRETE WALKWAY ALONG THE CREST OF THE JETTY, WITH SEAWARD

2. SEE SHEET C-05 FOR JETTY DESIGN PARAMETERS.

CONTRACTOR SHALL VERIFY ACTUAL EXTENT AS NEEDED.

1. APPROXIMATE EXTENT OF EXISTING STONE BASED UPON VISUAL INTERPRETATION OF SURVEY DATA.

PROFILE - JETTY REHABILITATION STA. 40+00 TO STA. 50+00

PLAN - JETTY REHABILITATION STA. 40+00 TO STA. 50+00

FLOOD

EBB

ARMOR STONE A (2-6 TON )

NO SURVEY DATA

ELEVATION +7.2

PROPOSED GRADE -

DISTANCE ALONG JETTY CENTERLINE IN FEET

WALKWAY (STA. 44+45)

EXTENT OF EXISTING

APPROXIMATE SEAWARD

(APPROX. STA. 48+35)

ALONG PROFILE WEST OF THIS POINT

SURVEY DATA UNABLE TO BE COLLECTED

P L

A N A

N D P

R O

E J

E T

T Y R

E H

A B

A T

LIMIT OF FEDERAL CHANNEL

34.6 34.6

34.6

34.5 34.5

34.4

34.4 34.3

34.3

34.0

33.6

33.5

33.4

33.3

33.2

33.1

33.0

32.9

32.8 32.8

32.7 32.7

32.7 32.6

32.6

32.5

32.4

32.2

31.9

31.8

31.7

31.6

31.5

31.4

31.3

31.2

31.1

31.0

30.9

30.8

30.7

30.7 30.7

30.6

30.5

30.4

30.2 30.1

30.1 30.0

30.0

30.0 29.9

29.9

29.7

29.6

29.5

29.4

29.4 29.4

29.4

29.3 29.2

29.2

29.1

29.1 29.1

29.0

28.9

28.8 28.8

28.8

28.6

28.5

28.4

28.4 28.3

28.3

28.2

28.0

27.9

27.8

27.7

27.6

27.5

27.4

27.3

27.2

27.1

27.0

26.7

26.6

26.5

26.3

26.2

26.1

26.0

25.9

25.9 25.9

25.8

25.6 25.5

25.5

25.3

25.2 25.2

24.8

24.7

24.5

24.5 24.4

24.4

24.3

24.2

24.1

23.9

23.8

23.6

23.3

23.2

23.2 23.1

23.1

23.0

22.9

22.8 22.8

22.8

22.8 22.7

22.6 22.6

22.5

22.4 22.4

22.3

22.1 22.1

22.0

21.9

21.8

21.5

21.5 21.4

21.4

21.3

21.2

21.1

20.9

20.8

20.7

20.6

20.5

20.2

20.1

20.0 19.9

19.8

19.7

19.4

19.3

19.2

19.1

19.0

18.9

18.9 18.8

18.8

18.8 18.8

18.7

18.6

18.5

18.3

18.2

18.0

17.9

17.6

17.4

17.3

17.2

17.1

17.0 17.0

16.9

16.7

16.5

16.4 16.4

16.2

16.2 16.2

16.0

15.9

15.7 15.7

15.6

15.5 15.5

15.4 15.4

15.4

15.2

15.1

15.1 14.7

14.6

14.4 14.1

14.0

13.6

13.4

13.2 13.1

13.1

12.8

12.7

12.5 12.4

12.2

12.1

11.9 11.7

11.6 11.6

11.5

11.5 11.5

11.1

11.1 11.0

10.8

10.7 10.7

10.6

10.5

10.4

10.3

10.1

9.8

9.1

8.8

8.8 8.7

8.7 8.6

8.3 7.8

7.8

7.8 7.8

7.77.2

7.1

6.8

6.3

6.1

5.9 5.7

5.5

5.3

4.8

4.6

4.5

4.3

4.2

4.0

3.9

3.8

3.6

3.5 3.5

3.4 3.4

3.3

3.2

3.1

3.0

2.9

2.6

1.8

0.90.9 0.6

0.5 0.5

0.1 +0.1

+0.1 +0.1

+0.2

+0.3 +0.4

+0.4 +0.4

+0.6

+0.8 +0.8

+1.1 +1.1

+1.1 +1.2

+1.4 +1.4

+1.4

+1.4 +1.5

+1.6 +1.6

+1.7

+1.7 +1.8

+1.9

+2.1

+2.1 +2.3

+2.4

+2.6

+2.8

+2.9

+3.0

+3.1

+3.2 +3.3

+3.3

+3.4

+3.5 +3.5

+3.6

+3.7

+3.7 +3.7

+3.8

+3.9

+4.0 +4.0

+4.1

+4.2

+4.3

+4.4

+4.5

+4.6

+4.7 +4.7

+4.8

+4.9

+5.0

+5.1

+5.2

+5.3

+5.4

+5.5

+5.5 +5.5

+5.5

+5.6 +5.6

+5.7 +5.7

+5.7

+5.8

+5.9 +6.0

+6.0

+6.1

+6.2

+6.3

+6.4 +6.4

+6.4

+6.5

+6.5 +6.5

+6.5

+6.6

+6.7

+6.8

+6.9

+6.9 +6.9

+6.9

+7.0

+7.0 +7.0

+7.0 +7.1

+7.1

+7.1 +7.1

+7.1

+7.2

+7.2 +7.2

+7.2

+7.3

+7.3 +7.3

+7.3

+7.3 +7.4

+7.4

+7.5

+7.6

+7.6 +7.7

+7.7 +7.7

+7.7

+7.7 +7.8

+7.8

+7.9

+8.0

+8.1

+8.1 +8.1

+8.1

+8.2

+8.2 +8.2

+8.2

+8.3

+8.4 +8.4

+8.4

+8.6

+8.6 +8.6

+8.6

+8.6 +8.7

+8.7

+8.8

+8.9

+9.0

+9.1 +9.1

+9.1

+9.2

+9.3

+9.3 +9.4

+9.4

+9.5

+9.6

+9.7

+9.7 +9.7

+9.7

+9.7 +9.7

+9.7

+9.7 +9.7

+9.8 +9.8

+9.8

+9.9

+9.9 +9.9

+9.9

+9.9 +9.9

+9.9

+9.9 +9.9

+9.9

+10.0

+10.0 +10.0

+10.0

+10.1

+10.2

+10.2 +10.2

+10.2

+10.3 +10.3

+10.3

+10.3 +10.3

+10.3

+10.3 +10.3

+10.4

+10.5

+10.6

+10.7

+10.8

+10.9

+11.0 +11.0

+11.0

+11.0 +11.0

+11.0

+11.0 +11.0

+11.1

+11.2

+11.3

+11.4

+11.5

+11.6

+11.7

+11.7 +11.8

+11.8 +11.8

+11.8

+11.9

+12.0

+12.1

+12.2

+12.3

+12.4

+12.5

+12.6

+12.7

+12.8

+12.9

+13.0

+13.2

+13.3

+13.4

+13.5

+13.7

+14.1

+15.0

XXVI

P I S

T A

50+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+00

E L E

V A

N I

N F

E E

L L

+20

+10

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

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

/3 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Ponce De Leon Inlet\North Jetty\Ponce De Leon Inlet North Jetty Rehabilitation FY17\080 - Plans\05 Civil\C-04

A N

S I

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

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

C-04

50' 100'0

Y=1725000

50+00

E L E

V A

N I

N F

E E

L L

VERT:HORZ:

10' 20'0

-P

D L

N J -C

N p la n .d g n

N E

V E

+20

+10

EXISTING GRADE

APPROXIMATE EXTENT OF EXISTING STONE

OF JETTY REPAIR

APPROXIMATE LIMITS

JETTY CREST

LIMIT OF

50' 100'0

M A

T C

H L I N

E S

H E

E T C

- 0 S

T A

N E

V E

P O N C E D E L E O N I N L E T S

T A

R E

L Y

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

NOTES:

FOR FURTHER DETAILS.

AT APPROXIMATELY STATION 44+45, SEE SECTION 01 11 00 PARAGRAPH "PROJECT DESCRIPTION"

3. THERE IS AN EXISTING CONCRETE WALKWAY ALONG THE CREST OF THE JETTY, WITH SEAWARD EXTENT

2. SEE SHEET C-05 FOR JETTY DESIGN PARAMETERS.

CONTRACTOR SHALL VERIFY ACTUAL EXTENT AS NEEDED.

1. APPROXIMATE EXTENT OF EXISTING STONE BASED UPON VISUAL INTERPRETATION OF SURVEY DATA.

NO SURVEY DATA

FLOOD

EBB

PLAN - JETTY REHABILITATION STA. 50+00 TO STA. 60+00

S T

A T

O S

T A

PROFILE - JETTY REHABILITATION STA. 50+00 TO STA. 60+00

ARMOR STONE A (2-6 TON)

NO PLACEMENT

ELEVATION +10.2

PROPOSED GRADE -

ELEVATION +7.2

PROPOSED GRADE -

ELEVATION +7.2

PROPOSED GRADE -

S T

DISTANCE ALONG JETTY CENTERLINE IN FEET

(APPROX. STA. 51+05)

EAST OF THIS POINT

COLLECTED ALONG PROFILE

SURVEY DATA UNABLE TO BE

(SEE CROSS-SECTIONS)

STA. 52+15 TO STA. 55+25

APPROXIMATELY BETWEEN

STONE WILL BE PLACED

P L

A N A

N D P

R O

E J

E T

T Y R

E H

A B

A T

-P

D L

N J -C

N s e c t.

d g n

C-05

STATION SOUTH SIDE SLOPE NORTH SIDE SLOPE CREST WIDTH ARMOR STONE SIZE

T Y

A L C

R O

S S S

E C

N A

N D D

E S

N P

A R

A M

E T

E R

N E

V E

N E

V E

30+50 to 20+80

37+00 to 30+50

39+47 to 37+00

45+53 to 39+47

55+04 to 45+53

58+05 to 55+04

1V:3H

1V:1.5H

1V:2H

1V:1.5H

1V:3H

1V:1.5H

1V:2H

ARMOR STONE C

ARMOR STONE B

ARMOR STONE A

CREST ELEVATION

7.2

TRANSITION FROM 7.2 TO 10.2

ARMOR STONE SIZE

8-12 TON

5-9 TON

2-6 TON

R E

L Y

PONCE DE LEON INLET NORTH JETTY DESIGN PARAMETERS

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

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

/3 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Ponce De Leon Inlet\North Jetty\Ponce De Leon Inlet North Jetty Rehabilitation FY17\080 - Plans\05 Civil\C-05

A N

S I

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

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

E L E

V A

N I

N F

E E

L L

0 20 40 60 80 100 120 140-20-40-60-80-100-120-140

E L E

V A

N I

N F

E E

L L

0 10' 20' 0 10' 20'

40 40

+20

+15

+10

+20

+15

+10

TYPICAL JETTY CROSS SECTION - SEE TABLE

NEW STONE

NOT TO SCALE

DESIGN TEMPLATE

ARMOR STONE

VOID IN EXISTING

ARMOR STONE

VOID IN EXISTING

NOT TO SCALE

EXISTING STONE TO BE REWORKED

UNTOUCHED EXISTING STONE

STONE PRIOR TO PLACEMENT STONE AFTER PLACEMENT AND REWORKING

#2 #3

TOLERANCE TEMPLATE

ARMOR STONE

DESIGN TEMPLATE

ARMOR STONE

TOLERANCE TEMPLATE

ARMOR STONE

LEGEND

STONE PLACEMENT AND REWORKING OF EXISTING STONE

SOUTH NORTH

WIDTH VARIES

ARMOR STONE DESIGN TEMPLATE

ELEVATION VARIES

VARIES1

VARIES

ARMOR STONE VARIES

EXISTING GRADE

ARMOR STONE PERPEDICULAR TOLERANCE TEMPLATE (+36 INCHES)

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

-P

D L

N J -C

N s e c t.

d g n

C-06

N E

V E

N E

V E

R E

L Y

C R

O S

S S

E C

N S

S T

A T

O S

T 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

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

/3 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Ponce De Leon Inlet\North Jetty\Ponce De Leon Inlet North Jetty Rehabilitation FY17\080 - Plans\05 Civil\C-06

A N

S I

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

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

E L E

V A

N I

N F

E E

L L

0 20 40 60 80 100 120 140-20-40-60-80-100-120-140

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

0 20 40 60 80 100 120 140-20-40-60-80-100-120-140

E L E

V A

N I

N F

E E

L L

0 10' 20' 0 10' 20'

CROSS SECTION AT 21+00

CROSS SECTION AT 22+00

+20 +20

+15

+10

+15

+10

+20 +20

+10

+15

+10

+15

0 10' 20' 0 10' 20'

HORI:

VERT:

DISTANCE FROM JETTY CENTERLINE IN FEET

ELEV. +7.2

SOUTH NORTH

10'

ELEV. +7.2

SOUTH NORTH

10'

EXISTING GRADE

ARMOR STONE C (8-12 TON)

-P

D L

N J -C

N s e c t.

d g n

C-07

N E

V E

N E

V E

R E

L Y

S T

A T

O S

T A

C R

O S

S S

E C

N S

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

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

/3 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Ponce De Leon Inlet\North Jetty\Ponce De Leon Inlet North Jetty Rehabilitation FY17\080 - Plans\05 Civil\C-07

A N

S I

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

N C

E D

E L

E O

N I

N L E

N O

R T

H J

E T

T Y R

E H

A B

A T

N A

N D

O N

A V

A T

N R

E P

L A

C E

M E

N T

V O

L U

O U

N T

Y F

L O

A W

P -2

-R -0

E L E

V A

N I

N F

E E

L L

0 20 40 60 80 100 120 140-20-40-60-80-100-120-140

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

0 20 40 60 80 100 120 140-20-40-60-80-100-120-140

E L E

V A

N I

N F

E E

L L

+20 +20

+15

+10

+15

+10

+20 +20

+10

+15

+10

+15

CROSS SECTION AT 23+00

CROSS SECTION AT 24+00

0 10' 20' 0 10' 20'

HORI: VERT:

DISTANCE FROM JETTY CENTERLINE IN FEET

DI…

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