GROUP4_10_R_J027_PLANS_Vol_1of_1_Part_1.pdf

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Jacksonville District of Engineers

US Army Corps

Inc rea se d

Pr od uc tiv ity

BEACH RENOURISHMENT 2016

DEPARTMENT OF THE ARMY

JACKSONVILLE DISTRICT, CORPS OF ENGINEERS

JACKSONVILLE, FLORIDA

PRINTED ON:4/18/2016

"INCREASE PROFIT -- SUBMIT VECP'S"

E

V

DUVAL COUNTY, FLORIDA

PLANS FOR CONSTRUCTION OF

SHORE PROTECTION PROJECT

113170-DCBR16-GI001cov.dgn

GROUP4-10-R-J027

GENERAL NOTES:

ECL POINT NOT USED IN CBL

PT. WITH STATIONING

CONSTRUCTION BASELINE

FILL SLOPE SYMBOL

RANGE LINE MONUMENT

HORIZONTAL AND VERTICAL CONTROL

EROSION CONTROL POINT

P23

P24 116 + 000

G-02

G E

N E

R A

L

P R

O J E

C T O

V E

R V

IE

W -D

C B

R -G o v e rv ie w .d g n

N

8,000'4,000'04,000'

R-45

TO CENTER BORROW AREA

FROM CENTER OF BEACH

6.1 NAUTICAL MILES

P R

O J E

C T L

IM

IT

S

R-80

T O C

E N T E R B

O R R

O W A

R E A

F R

O M E

N D S

O U T H

JE

T T Y

7.5 N

A U T

IC

A L M

ILE

S

AREA F

BORROW

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

ATLANTIC BEACH

NEPTUNE BEACH

JAX BEACH

JAX BEACH

PONTE VEDRA BEACH

DUVAL COUNTY

FLORIDA

FLORIDA

ST. JOHNS COUNTY

ST JOHNS RIVER

GRAPHIC SCALES

VB-DUC13-B2-16

M09

WITH 300 FT BUFFER

CULTURAL RESOURCES TARGET

DREDGING EXCLUSION ZONE

MAYPORT

R-21

R-22

R-23

R-24

R-25

R-26

R-27

R-28

R-29

R-30

R-31

R-32

R-33

R-34

R-35

R-36

R-37

R-38

R-39

R-40

R-50

R-45

R-55

R-60

R-65

R-70

R-75

R-80

R-40

R-35

R-31

S H

O R

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R O

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C T

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

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R

IP

T

IO

N N o

S Y

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O N

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C O

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R S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

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M .P .N

J .E .B

G R

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P -1

-R -J

COVER SHEET

PROJECT OVERVIEW

PROJECT SITE LAYOUT

CONTROL DATA - RANGE MONUMENTS, ECL AND CBL

CONTROL DATA - RANGE MONUMENTS, ECL AND CBL

CONTROL DATA - RANGE MONUMENTS, ECL AND CBL G-06

G-05

G-04

G-03

G-02

G-01

DWG NO TITLE

GENERAL

INDEX TO DRAWINGS

CIVIL

C-01

C-02

C-03

C-04

C-05

C-06

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

C-20

C-21

C-22

BEACH FILL PLAN - R-45 TO R-47

BEACH FILL PLAN - R-48 TO R-49

BEACH FILL PLAN - R-50 TO R-52

BEACH FILL PLAN - R-53 TO R-55

BEACH FILL PLAN - R-56 TO R-57

BEACH FILL PLAN - R-58 TO R-60

BEACH FILL PLAN - R-61 TO R-62

BEACH FILL PLAN - R-63 TO R-65

BEACH FILL PLAN - R-66 TO R-68

BEACH FILL PLAN - R-69 TO R-70

BEACH FILL PLAN - R-71 TO R-73

BEACH FILL PLAN - R-74 TO R-75

BEACH FILL PLAN - R-76 TO R-78

BEACH FILL PLAN - R-79 TO R-80

BEACH PROFILES - R-45 TO R-50

BEACH PROFILES - R-51 TO R-56

BEACH PROFILES - R-57 TO R-62

BEACH PROFILES - R-63 TO R-68

BEACH PROFILES - R-69 TO R-74

BEACH PROFILES - R-75 TO R-80

PLAN - BORROW AREA "F"

PROJECT LEGEND

BEACH FILL PROFILE AND BEACH

FILL NEAR VEGETATION

VICINITY MAP

AND NOT TO BE USED FOR MEASUREMENTS.

11. 2013 AERIAL PHOTOGRAPHY SHOWN FOR GENERAL INFORMATION ONLY

STRUCTURES FROM CONSTRUCTION ACTIVITY".

RESTRICTIONS" AND SECTION 35 20 25 "PROTECTION OF EXISTING

OVER THEM. SEE SECTION 01 57 20 PARAGRAPH "BEACH PLACEMENT

AND TAKE THE NECESSARY PRECAUTIONS NOT TO DAMAGE OR FILL

THE CONTRACTOR SHALL VERIFY THEIR LOCATIONS, SIZE, INVERTS,

OF THE BEACH AND ARE WITHIN THE CITY OF JACKSONVILLE BEACH.

10. STORM WATER OUTFALLS ARE LOCATED ALONG THE UPLAND SIDE

CONTROL; AND SURVEY CONTROL.

INFORMATION SUCH AS FDEP RANGE MONUMENTS; ECL AND CBL

9. SEE DWG. G-04, G-05 & G-06 FOR PROJECT CONTROL

BORROW AREA SURVEY NOTES.

8. SEE DWG. G-03 FOR PROJECT LAYOUT AND BEACH SURVEY &

LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

INDEX TO DRAWINGS, PROJECT LOCATION & VICINITY MAPS,

7. REFER TO THIS DWG. FOR PROJECT OVERVIEW WHICH INCLUDES

ACCESS AND STAGING AREAS SHOWN HEREIN.

JACKSONVILLE BEACH, NEPTUNE BEACH, AND ATLANTIC BEACH FOR

SHALL COORDINATE WITH CONTRACTING OFFICER AND CITIES OF

6. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR

CONSTRUCTION BASELINE.

5. BERM WIDTHS ARE MEASERED PERPENDICULAR FROM THE

ASSIGNED THE PLUS SYMBOL (+).

ELEVATIONS SHOWN ABOVE REFERENCED DATUM WILL BE

THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL

4. DESIGN ELEVATIONS ARE IN U. S. SURVEY FEET AND REFERENCE

FOOT.

DATUM OF 1983 (NAD83(2011)). THE UNIT OF MEASURE IS U.S. SURVEY

REFERENCED TO THE 2011 ADJUSTMENT OF THE NORTH AMERICAN

STATE PLANE COORDINATE SYSTEM, EAST ZONE (0901) AND ARE

3. THE SPATIAL COORDINATES SHOWN HEREIN ARE IN THE FLORIDA

CONSTRUCTION OF THIS PROJECT.

ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE

LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

OF WORK

LOCATION

N.T.S.

N

FLORIDA

ST AUGUSTINE

JACKSONVILLE

GAINESVILLE

TALLAHASSEE

GEORGIA

ALABAMA

PENSACOLA

ORLANDO

CANAVERAL

ST LUCIE

BEACH

WEST PALM

FT. LUDERDALE

MIAMI

TAMPA

FT MYERS

KEY WEST

LOCATION MAP

OCEAN

ATLANTIC

MEXICO

GULF OF

OKEECHOBEE

LAKE

EXCAVATION IN FEET

DEPTH OF BORROW AREA

EXISTING GRADE

LOCATION WITH NOTATION

CORE BORING (VIBRACORE)

LOCATION FALLS OFF PAGE

STAGING AREA AND ACCESS

(PROFILE VIEW)

BEACH FILL AREA

(PLAN VIEW)

BEACH FILL AREA

WITH NOTATION

EXISTING CONTOUR LINE

EXIST STORMWATER OUTFALL

TOE OF CONSTRUCTION SLOPE

SURVEY NOTES BORROW:SURVEY NOTES BEACH:

S H

O R

E P

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

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A J P

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M .P .N

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P -1

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MAYPORT

ATLANTIC BEACH

NEPTUNE BEACH

PONTE VEDRA BEACH

JAX BEACH

G E

N E

R A

L

NOTE:

G-03

-D

C B

R -G

I0 la y o u t.

d g n

P R

O J E

C T S

IT

E L

A Y

O U

T

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

N

GRAPHIC SCALE

4,000'2,000'02,000'

Y=2,150,000

Y=2,155,000

Y=2,160,000

Y=2,165,000

Y=2,170,000

Y=2,175,000

Y=2,180,000

Y=2,185,000

X ,0

X ,0

X ,0

X ,0

X ,0

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

1988 (NAVD88) U.S. SURVEY FEET.

6. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

SURVEY FEET.

1983 (2011), FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, U.S.

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

CONTROL LINE MONUMENTS.

SEAWARD OF THE DESIGNATED POSITION OF THE COASTAL CONSTRUCTION

LINES WERE SURVEYED FROM THE 150 FEET WEST OF THE MONUMENT 3000 FEET

R-80 OF THE DUVAL COUNTY MONITORING SYSTEM. IN GENERAL THE R-MONUMENT

MAYPORT NAVAL STATION AND RANGE LINES AT RANGE MONUMENTS R-31 THROUGH

4. THE SURVEY WAS LIMITED TO PROFILES OF RANGE LINES 1 THROUGH 9 ON

TO FURNISH DELIVERABLE FILES OF THE TOPOGRAPHIC DATA.

HYDROGRAPHIC SURVEY OF THE DUVAL BEACH SPP MONITORING PROJECT AND

3. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC AND

DATE OF FIELD SURVEY: 11/3/15 THROUGH 12/17/15

LOCATION: DUVAL COUNTY, FLORIDA

2. PROJECT TITLE: DUVAL COUNTY SPP TOPOGRAPHIC AND HYDROGRAPHIC SURVEY

1. REFER TO SURVEY NO. 15-176.

C-05

C-06

C-07

C-08

C-09

C-10

C-11

C-12

C-13

C-14

C-01

C-02

C-03

C-04

R-50

R-45

R-55

R-60

R-65

R-70

R-75

R-80

30 NOV 13

ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING,

AND QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED IN

10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL,

AT THE TIME OF THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

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

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

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

DUVAL COUNTY BORROW SITE 26 & 27 JUN 2014SB-46

AREA SURVEYED DATE OF SURVEYVESSEL

SHOWN ARE IN HIGH FREQUENCY (200KHZ).

TRANSDUCER AND AN R2 SONIC 2024 MULTIBEAM SYSTEM.SOUNDINGS

SMARTSOUNDER WITH A DUAL FREQUENCY 28/200 KHZ SINGLE-BEAM

7. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835B

TIDE STAFF LOCATED FROM "STARK” (OPUS PID = BBBZ99)

REFERENCE STATION LOCATED AT "CHARLIE TOWER” (OPUS PID = BBDC09)

GPS POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

BY A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED

(RTK) GPS.

3. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO NAVD 1988.

1. REFER TO SURVEY NO. 14-096.

ABBREVIATIONS

W

USCG

USACE

TYP

TOL

STA

SPP

S

RGE

PT

PI

OC

NTS

NAVD

NAD

N

MLW

MHW

JT

INV

GALV

EXIST

EOB

ENV

ECL

ELEV

E

DWG

CBL

WEST

U S COAST GUARD

U S ARMY CORPS OF ENGINEERS

TYPICAL

TOLERANCE

STATIONING

SHORE PROTECTION PROJECT

SOUTH

RANGE

PRESSURE TREATED

POINT OF INTERSECTION

ON CENTER

NOT TO SCALE

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM

NORTH

MEAN LOW WATER

MEAN HIGH WATER

JOINT

INVERT

GALVANIZED

EXISTING

EDGE OF BERM

ENVIRONMENTAL

EROSION CONTROL LINE

ELEVATION

EAST

DRAWING

CONSTRUCTION BASELINE

X=527,000

X=528,000

X=529,000

X=530,000

X=531,000

872 0218 A DI9221 2,204,684.20 521,361.33 +4.34

910911

X=532,000

P912

P909

P908

P907

P906

P904

P903

P899

P895

P893

P891

P889

P888

P887

P886

P902

ECL

CBL

SHORELINE

APPROX.

CBL

(Y) NORTHING(Y) NORTHING (X) EASTING(X) EASTING

GRAPHIC SCALE

N

1,200'600'0600'

G E

N E

R A

L

M A

T C

H L

IN

E S

T A

C O

N T

R O

L D

A T

A

R A

N G

E M

O N

U M

E N

T S E

C L A

N D C

B L

G-04

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

PT.PT.

(DEGREES)

AZIMUTH*

WONDERWOOD DR.

SEMINOLE RD.

HANNAH PARK

BEACH

ATLANTIC

MAYPORT

NAVAL STATION

R-31 2,198,972.69 530,772.31

R-32 2,197,974.58 530,528.51

R-33 2,197,048.06 530,595.52

R-34 2,196,082.88 530,461.56

R-35 2,195,018.01 530,520.55

R-36 2,194,104.39 530,462.10

R-37 2,193,355.53 530,154.37

R-38 2,192,083.65 530,496.95

R-39 2,191,233.94 530,514.89

R-40 2,190,267.65 530,615.25

R-41 2,189,373.44 530,598.99

R-42 2,188,327.47 530,689.37

R-43 2,187,512.69 530,753.42

R-44 2,186,562.99 530,834.69

R-45 2,185,628.13 530,906.51

R-46 2,184,663.02 530,971.88

R-47 2,183,680.24 531,111.22

R-48 2,182,658.79 531,228.62

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

STATION

BASELINE (CBL)

CONSTRUCTION

RANGE MONUMENT CONTROL EROSION CONTROL LINE (ECL)

HORIZONTAL AND VERTICAL CONTROL POINT

SURVEY CONTROL

872 0218 A

S T

A .0

C B

L

S T

A R

T C

B L S

T A

T

IO

N

IN

G

P886

P889

P891

P893

P895

P899

P902

P904

P903

P907

P908

P909

P912

P887

P888

P906

49+055.19531,236.88 2,182,683,15

48+358.66531,164.56 2,183,375.92

47+818.75531,114.59 2,183,913.51

47+559.72531,087.80 2,184,171.15

47+153.58531,056.86 2,184,321.87 890

47+153.58531,038.14 2,184,574.24

530,964.312,185,290.45892

46+133.59530,947.98 2,185,590.24

530,943.432,185,636.53894

45+893.56530,922.29 2,185,828.89

530,857.992,186,630.93896

530,845.092,186,891.83897

530,826.872,186,988.55898

44+183.26530,770.39 2,187,532.43

530,770.272,187,579.97900

530,726.612,188,134.96901

43+124.27530,712.15 2,188,589.81

43+089.78530,693.64 2,188,618.92

41+989.62530,657.56 2,189,718.49

530,634.172,190,117.82905

39+879.07530,600.79 2,191,828.27

39+678.90530,590.87 2,192,028.20

38+578.85530,576.28 2,193,128.15

38+378.71530,581.36 2,193,328.22

530,577.662,194,128.24910

530,596.502,195,729.38911

35+478.09530,626.69 2,196,228.49

530,626.202,196,729.35913

530,652.312,196,928.20914

530,666.142,197,528.43915

530,785.252,198,923.92916

530,804.832,199,123.11917

530,926.112,199,744.67918

NOTES:

-D

C B

R -G

I0 c tl ,d g n

DESIGNATION PID NAVD88(X) EASTING(Y) NORTHING

PLANE COORDINATES NAD83(2011) FL E PLANE COORDINATES NAD83(2011) FL E

FOR ECL POINTS WHICH ALSO SERVE AS CBL POINTS.

2. CONSTRUCTION BASELINE (CBL) STATIONING SHOWN IN ECL TABLE

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

W O

N D

E R

W O

O D D

R

WONDERWOOD DR.

T

H S

T

T

H S

T

R-31

R-32 R-33

R-34

R-35

R-36

R-37 R-38 R-39 R-40

R-41 R-42 R-43 R-44 R-45 R-46 R-47 R-48

S H

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O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

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C O

R P

S O

F E

N G

IN

E E

R S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F

Y \0

P la n s \0

G e n e ra l\

G -0

D R

A W

IN

G D

A T

E

$STAMP$

A p r

B E

A C

H R

E N

O U

R

IS

H M

E N

T

D U

V A

L C

O U

N T

Y F

L

M .P .N

J .E .B

G R

O U

P -1

-R -J

BEACH PIER

JACKSONVILLE

P885

P884

P881

P878

P879

P869

P871

P873P875

870 P867

P866

P861

P862

P863

P860

P858

868 865

864 859

CBL

ECL

M A

T C

H L

IN

E S

T A

0 M

A T

C H

L

IN

E S

T A . 6

GRAPHIC SCALE

N

G-05

G E

N E

R A

L

-D

C B

R -G

I0 c tr l.

d g n

1,200'600'0600'

80 533060.985 2167629.403 R-64

80 532893.893 2168503.666 R-63

80 532740.449 2169510.913 R-62

80 532626.703 2170372.823 R-61

80 532324.915 2171422.954 R-60

85 532230.301 2172331.176 R-59

80 532182.92 2173264.807 R-58

80 532009.87 2174249.52 R-57

80 531795.854 2175108.538 R-56

85 531751.84 2176041.561 R-55

85 531677.123 2176978.503 R-54

85 531625.312 2177892.105 R-53

85 531547.298 2178822.627 R-52

85 531457.782 2179877.152 R-51

83 531374.267 2180817.174 R-50

90 531295.726 2181735.403 R-49

R-49 R-50 R-51

R-52 R-53 R-54 R-55

R-56 R-57 R-58 R-59 R-60

R-61 R-62 R-63 R-64

R A

N G

E M

O N

U M

E N

T S E

C L A

N D C

B L

C O

N T

R O

L D

A T

A

532,960.202,168,131.70859

532210.532,173,281.23864

532,199.032,173,371.51865

532,028.832,174,541.28868

531,909.892,175,428.38870

531,716.612,177,112.77872

531,595.192,178,152.23874

531,607.192,178,266.69876

531,541.182,179072.46877

531,445.852,180,157.23880

531,425.512,180,429.46882

531,406.132,180,767.91883

PT.

P858

P863

P871

P875

P879

P884

P885

P873

P878

P860

64+038.26533,006.27 2,167,810.86

60+576.35532,504.89 2,171,236.26

59+779.58532,390.76 2,172,024.82

59+358.11532,330.52 2,172,441.96

58+748.23532,238.58 2,173,044.88

58+035.56532,143.39 2,173,751.36

57+400.49532,052.34 2,174,379.66

56+530.67531,931.09 2,175,240.99

56+040.55 531,876.44 2,175,728.06

54+280.65531,673.67 2,177,476.26

53+600.10531,611.80 2,178,153.98

52+016.90531,522.53 2,179,233.48

52+038.95531,486.00 2,179,710.04

50+595.06531,373.63 2,181,149.47

49+714.68531,304.60 2,182,027.14

BEACH

NEPTUNE

3RD ST. NORTH

51+477.96531,435.32 2,180,268.74

RANGE MONUMENT CONTROL

(DEGREES)

AZIMUTH

POINT

EROSION CONTROL LINE (ECL)

STATION

BASELINE (CBL)

CONSTRUCTION

BEACH

ATLANTIC

BEACH

JACKSONVILLE

P862

P881

P861

P866

P867

P869

NOTES:

(Y) NORTHING(Y) NORTHING (X) EASTING (X) EASTING

PLANE COORDINATES NAD83(2011) FL E PLANE COORDINATES NAD83(2011) FL E

A T

L A

N T

IC

B

L V

D

S E

A G

A T

E A

V E

FOR ECL POINTS WHICH ALSO SERVE AS CBL POINTS.

2. CONSTRUCTION BASELINE (CBL) STATIONING SHOWN IN ECL TABLE

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

T

H A

V E N

T

H A

V E N

F L

O R

ID

A B

L V

D

P

IN

E S

T

S H

O R

E P

R O

T E

C T

IO

N P

R O J E

C T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

D E

C E

M B

E R

M .R .2

C O

R P

S O

F E

N G

IN

E E

R S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F

Y \0

P la n s \0

G e n e ra l\

G -0

D R

A W

IN

G D

A T

E

$STAMP$

A p r

B E

A C

H R

E N

O U

R

IS

H M

E N

T

D U

V A

L C

O U

N T

Y F

L

M .P .N

J .E .B

G R

O U

P -1

-R -J

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

X=533,000

X=532,000

X=531,000

X=530,000

X=529,000

APPROX. SHORELINE

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

Y 324

R 67

BC0502

BC1553

2,165,066.67

2,164,713.35

533,462.99

533,512.77

+10.58

+10.40

P850 P848

P847 P846

P845

P844

P843

P841

P840

P857

P855 P853

P851

ECL & CBL

ECL

CBL

R 67

BEACH PIER

JACKSONVILLE SHORELINE

APPROX.

M A

T C

H L

IN

E S

T A . 6

GRAPHIC SCALE

N

1,200'600'0600'

G-06

G E

N E

R A

L

-D

C B

R -G

I0 c tr l.

d g n

R A

N G

E M

O N

U M

E N

T S E

C L A

N D C

B L

C O

N T

R O

L D

A T

A

PT.

RANGE MONUMENT CONTROL

(DEGREES)

AZIMUTH

POINT

EROSION CONTROL LINE (ECL)

STATION

BASELINE (CBL)

CONSTRUCTION

B E

A C

H B

L V

D

B U

T L E

R B

L V

D

J T

U R

N E

R

85 535,913.48 2,152,113.31 R-80

80 535,671.44 2,153,227.53 R-79

85 535,500.28 2,154,226.24 R-78

85 535,361.70 2,155,062.09 R-77

75 535,181.46 2,155,998.61 R-76

80 534,983.16 2,157,019.62 R-75

75 534,758.98 2,157,982.04 R-74

80 534,600.42 2,158,863.67 R-73

80 534,156.70 2,159,808.64 R-72

80 534,202.37 2,160,802.27 R-71

80 534,037.72 2,161,712.37 R-70

80 533,841.46 2,162,719.28 R-69

80 533,602.04 2,163,742.78 R-68

75 533,514.17 2,164,712.24 R-67

80 533,360.42 2,165,678.04 R-66

80 533,193.74 2,166,652.30 R-65

HORIZONTAL AND VERTICAL CONTROL POINT

SURVEY CONTROL

P840

P845

P847

P853

P857

P855

P850

P851

70+244.13534,040.28 2,161,691.75

P846

P843

72+102.61534,402.99 2,159,869.01 P848

76+395.86535250.14 2,155,660.32

75+011.71534,987.43 2,157,019.31

73+762.76534,747.06 2,158,244.90

P841 77+401.38535,417.71 2,154,668.86

T

H A

V E S

O U

T H

T

H A

V E S

PONTE

-VEDRA B

LVD.

U.S. HWY. A1A

R-65 R-66 R-67 R-68

R-69 R-70

R-71

R-72

R-73 R-74

R-75 R-76

R-77 R-78 R-79

R-80

BEACH

JACKSONVILLE

S T J

O H

N S C

O U

N T

Y

D U

V A

L C

O U

N T

Y

NOTES:

U.S. HWY. A1A / 3RD STREET

535,423.67 2,154,770.92 842

535,242.26 2,155,699.45 844

534,286.84 2,160,495.42 849

533,938.72 2,162,305.64 852

73+233.89534,638.35 2,158,762.48

533,457.21 2,165,121.68 856

533,674.20 2,163,842.64 854

533,947.55 69+672.902,1622,55.41

533,693.15 68+173.302,163,733.27

533,465.99 66+818.722,165,068.67

533,384.04 66+324.062,165,556.49

535,916.36 80+000.00 2,152,118.53

DESIGNATION PID NAVD88(X) EASTING(Y) NORTHING

(Y) NORTHING (X) EASTING (X) EASTING(Y) NORTHING

PLANE COORDINATES NAD83(2011) FL E PLANE COORDINATES NAD83(2011) FL E

FOR ECL POINTS WHICH ALSO SERVE AS CBL POINTS.

2. CONSTRUCTION BASELINE (CBL) STATIONING SHOWN IN ECL TABLE

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

T

H A

V E S

N D A

V E S

T

H A

V E S

S H

O R

E P

R O

T E

C T

IO

N P

R O J E

C T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

D E

C E

M B

E R

M .R .2

C O

R P

S O

F E

N G

IN

E E

R S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F

Y \0

P la n s \0

G e n e ra l\

G -0

D R

A W

IN

G D

A T

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$STAMP$

A p r

B E

A C

H R

E N

O U

R

IS

H M

E N

T

D U

V A

L C

O U

N T

Y F

L

M .P .N

J .E .B

G R

O U

P -1

-R -J

Y 324

X=531,000

Y ,1

,0

Y ,1

,0

X=536,000

X=535,000

X=534,000

X=533,000

X=532,000

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

Y ,1

,0

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

B

G

IN

C

O N

S T

R U

C T

IO

N B

A S

E L

IN

E S

T A

25.4

25.3

24.8

24.7

24.6

24.3

24.3

24.1

24.1

24.1

24.0

23.9

23.8

23.7

23.6

23.5

23.5

23.3 23.3

22.9

22.8

22.8

22.6

22.6

22.3

22.2

22.0

22.0

22.0

21.9

21.8 21.8

21.7

21.7

21.3

21.2

21.2

21.1

21.0 20.8

20.7 20.6

20.4

20.3

20.3

20.2

19.9

19.7

19.7

19.5

19.5

19.3

19.2 18.9

18.9

18.9

18.6

18.5

18.4

18.3

18.0

17.6

17.5

17.0

16.9

16.9

16.9

16.6

16.4

16.4

16.2

15.9

15.7

15.1

14.9

14.7

14.4

14.4

14.1

14.0

13.8

13.5 13.2

13.1

12.9

12.6

12.6

12.4

12.3

12.1

12.0

12.0

11.9

11.9

11.5

11.3

11.0

10.9

10.9

10.8

10.8

10.8

10.8

10.8

10.6

10.5

10.3

10.1

10.1

10.0

10.0 9.9

9.9

9.6

9.5

9.4

9.4

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.3

8.2

8.1

8.1

8.1

8.1

8.0

7.8

7.7

7.6

7.6

7.5

7.5

7.2

6.8

6.6

6.5

6.4

6.1

5.5

5.1

4.8

4.7 4.7

4.5

4.4

3.9

3.7

3.7

3.5

3.4

3.3

3.1

3.1

3.1

2.8

2.6

2.5

2.3

2.3

2.0

2.0

1.7

1.6

1.5

1.3

1.1

1.1

0.9

0.8

0.7

0.3

ECL

CBL

CBLECL

15TH ST ACCESS AREA (SEE NOTE 2)

P893

P-891

P889

P895

P888

GRAPHIC SCALE

N

200'100'0100'

C-01

C

IV

IL

B E

A C

H F

IL

L P

L A

N

R -4

T

O R -4

M A

T C

H L

IN

E S

T A

C B

L

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

ATLANTIC BEACH

BEACH AVE.

BEACH AVE.

C O

R A

L S

T

X=531,000

X=531,500

X=532,000

Y ,1

,0

Y ,1

,5

Y ,1

,0

Y ,1

,5

Y ,1

,0 o n

2. SEE SECTION 35 20 25 PARAGRAPH "WORK AND ACCESS AREA".

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

X=532,500

NOTES:

-D

C B

R -C

N p ln .d g n

0 4 0 4 0 4

0 4

S H

O R

E P

R O

T E

C T

IO

N P

R O J E

C T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

D E

C E

M B

E R

M .R .2

C O

R P

S O

F E

N G

IN

E E

R S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F

Y \0

P la n s \0

C iv il \C -0

D R

A W

IN

G D

A T

E

$STAMP$

A p r

B E

A C

H R

E N

O U

R

IS

H M

E N

T

D U

V A

L C

O U

N T

Y F

L

M .P .N

J .E .B

G R

O U

P -1

-R -J

+0.1

+0.3

+0.4

+0.8

+0.9

+1.2

+1.3

+1.6

+1.8

+2.4

+2.4

+2.8

+3.7

+3.8

+4.6

+5.1

+5.2

+6.1

+6.3

+7.5

+7.8

+8.4

145 FT.

+9.8

+10.0

+10.8

+10.8 +11.1

+11.3

+12.3

+12.5

+12.5

+12.7

+13.0

+13.4

+13.5

+13.8

+14.5

TOE OF FILL

APPROXIMATE

+14.7

+14.8

+14.9

+15.4

+15.5

+16.6

+17.1

+18.2

+18.9

(NAVD88)

ELEV. +7.2 FT

BERM CREST

F

T B

E R

M T

R A

N S

IT

IO

N S

T A

R-45

R-46

R-47

25.8

25.6

25.5

25.4

25.4

25.4

25.3

25.0

24.7

24.6

24.5

24.3

24.3 24.0

24.0

23.3

23.0 22.9

22.9

22.7

22.6

22.4

22.4

22.2

22.0

21.8

21.4

21.3

20.8

20.7

20.4

20.2

20.0

20.0

19.6

19.4

19.3

18.9

18.7

18.4

18.3

17.8

17.7

17.4

17.0

16.8

16.2

15.6 15.2

15.2

15.1

14.6

14.1

13.9

13.7

13.0

13.0

12.5

12.3

12.1

12.0

11.8

11.5

11.5

11.1

10.8 o n o n

10.3

10.2

10.2

10.1

10.1

10.0

9.9

9.6

9.4

9.3

9.3

9.3

9.2

9.1

8.8

8.7

8.5 8.5

8.3

8.2

8.1

7.9

7.7

7.6

7.5 7.4

7.3

7.2

7.0

5.8

5.6

4.8

4.2

4.2

4.1

3.8

3.5

3.2

2.9

2.8

2.4

2.3

2.1

2.0

2.0

1.6

1.6

1.5

1.3

1.3

1.2

0.8

0.7

0.6

0.2

ECL & CBL

P886

P887

P884

P885

NOTE:

GRAPHIC SCALE

N

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

200'100'0100'

C-02

C

IV

IL

B E

A C

H F

IL

L P

L A

N

R -4

T

O R -4

Y ,1

,5

Y ,1

,0

Y ,1

,5

Y ,1

,0

Y ,1

,0

X=531,500

X=532,000

X=531,000

BEACH AVE.

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

ATLANTIC BEACH

BEACH AVE.

C L

U B D

R

T

H S

T

T

H S

T

M A

T C

H L

IN

E S

T A

C B

L

M A

T C

H L

IN

E S

T A

C B

L

X=532,500

-D

C B

R -C

N p ln .d g n

0 4

0 4

S H

O R

E P

R O

T E

C T

IO

N P

R O J E

C T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

D E

C E

M B

E R

M .R .2

C O

R P

S O

F E

N G

IN

E E

R S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F

Y \0

P la n s \0

C iv il \C -0

D R

A W

IN

G D

A T

E

$STAMP$

A p r

B E

A C

H R

E N

O U

R

IS

H M

E N

T

D U

V A

L C

O U

N T

Y F

L

M .P .N

J .E .B

G R

O U

P -1

-R -J

+0.3

+0.7

+0.8

+1.4

+1.6

+2.1

+2.6

+3.1

+3.7

+4.5

+4.8

+6.1

+6.3

+7.7

+9.1

145 FT.

+9.9

+10.9

+11.3

+11.7

+12.0

+12.9

TOE OF FILL

APPROXIMATE

+14.6

+15.8

+16.8

(NAVD88)

ELEV. +7.2 FT

BERM CREST

R-48

R-49

26.6

26.6 26.6

26.5 26.1

26.1

25.8

25.6

25.6

25.5

25.4

25.3

25.1

25.1

25.0

24.6

24.6

24.5

24.3

24.2

24.2

23.9

23.9

23.6

23.6

23.5

23.4

23.4

23.3

23.3

23.2

23.1

23.0

22.5

22.4

22.3

22.3

22.2

22.1

22.1

22.0

21.9

21.8

21.6

21.3

21.1

20.9

20.9

20.9

20.7

20.6

20.6

20.4

20.0 19.9

19.9

19.6

19.6

19.4

19.2

19.1

19.1

18.9

18.8

18.5

18.4

18.0

17.6

17.6

17.2

17.0

16.8

16.4

16.3

16.2

16.1 15.9

15.6

15.4

15.1

14.9

14.8

14.2

14.1

14.1

13.7

13.2

13.0

13.0

12.9

12.5

12.3

12.2

12.2

12.2

12.0

11.8

11.8

11.7

11.5

11.6

11.4

11.2

10.9

10.8

10.8 o n o n

10.6

10.6

10.5 10.5

10.4

10.3

10.2

10.0

10.0

10.0

9.7

9.6

9.5

9.5

9.3

9.2

9.0

9.0

8.8

8.8

8.8 8.6

8.5

8.3

8.1

8.0

7.9

7.6

7.6

7.5

7.4

7.4

7.3 7.3

7.3

7.3

7.3

7.1

7.0

6.9

6.8

6.7

6.7

6.4

5.8

5.5

5.2

4.8

4.7

4.5

4.4

4.3

3.9

3.7

3.5

3.3

3.1

3.1

3.1

2.8

2.7

2.5

2.4

2.4

2.3

2.0

2.0

1.9

1.6

1.4

1.1

1.1

1.0

0.6

0.5

0.5

0.5

0.3

CBL

ECL

7TH ST. ACCESS AREA (SEE NOTE 2)

P879

P878

P881

GRAPHIC SCALE

N

200'100'0100'

C-03

C

IV

IL

B E

A C

H F

IL

L P

L A

N

R -5

T

O R -5

M A

T C

H L

IN

E S

T A

C B

L

M A

T C

H L

IN

E S

T A

C B

L

BEACH AVE.

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

ATLANTIC BEACH

X=532,000

X=531,500

X=532,500

Y ,1

,5

Y ,1

,5

Y ,1

,0

T

H S

T

2. SEE SECTION 35 20 25 PARAGRAPH "WORK AND ACCESS AREA".

1. SEE DRAWING G-02 FOR PROJECT OVERVIEW AND GENERAL NOTES.

X=533,000

NOTES:

-D

C B

R -C

N p ln .d g n

0 5

0 5

S H

O R

E P

R O

T E

C T

IO

N P

R O J E

C T

A

B

C

D

1234567

D

C

B

A

8 7 6 5 4 3 2

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

F

IL

E N

U M

B E

R

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O of Engineers

US Army Corps

Jacksonville District

DEPENDS ON YOU

SAFETY ON THIS JOB

DRAWING NO.

A S S

H O

W N

D E

S C

R

IP

T

IO

N N o

S Y

M Z

O N

E

J A

C K

S O

N V

IL

L E F

L O

R

ID

A

J A

C K

S O

N V

IL

L E D

IS

T R

P A

R T

M E

N T O

F T

H E A

R M

Y D

E S

IG

N E

D B

Y

N /A

D E

C E

M B

E R

M .R .2

C O

R P

S O

F E

N G

IN

E E

R S p w \C

O E -S

A J P

W P J

A X .s a j.

d s .u s a c e .a rm y .m il :S

A J P

W \D o c u m e n ts \S h o re P ro te c ti o n P ro je c ts \D u v a l C o \B e a c h R e n o u ri s h m e n t F

Y \0

P la n s \0

C iv il \C -0

D R

A W

IN

G D

A T

E

$STAMP$

A p r

B E

A C

H R

E N

O U

R

IS

H M

E N

T

D U

V A

L C

O U

N T

Y F

L

M .P .N

J .E .B

G R

O U

P -1

-R -J

0.2

+0.3

+0.5

+0.8

+1.0.

+1.1

+1.2

+1.5

+1.8

+1.8

+2.0

+2.6

+2.9

+3.8

+4.9

+4.9

+5.8

+6.6

+6.7

+7.1

+8.8

+9.1

145 FT.

+9.4

+9.5

+10.2

+10.2

+10.6

+10.8

+11.2

+11.7

+11.7

+12.3

+13.4

+13.5 +13.6

TOE OF FILL

APPROXIMATE

+13.8

+13.8

+13.9

+13.9

(NAVD88)

ELEV. +7.2 FT

BERM CREST

R-50

R-51

R-52