B.08_CSRM-FY23-Plans_RTA_03022023.pdf

PDF 8 MB Posted Mar 28, 2023

Attached to: Coastal Storm Risk Management Project South Ponte Vedra and Vilano Beaches Renourishment 2023 St. Johns County, Florida
Solicitation number: W912EP23B0010
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation seeks proposals for a coastal storm risk management project in St. Johns County, Florida. The project scope includes renourishing approximately 3 miles of shoreline between FDEP Range Monuments R-102.5 and R-117.5, constructing both a dune and beach berm, and planting dune vegetation. Sand will be dredged from Borrow Area N-3 located approximately 7.3 nautical miles offshore. The period of performance is 235 calendar days with a 60-day mobilization/demobilization period. The estimated contract value is between $10-25 million. Proposals are due via the PIEE website and must be submitted by a vendor registered in the System for Award Management. The North American Industry Classification System code for this opportunity is 237990.

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Other files

File	Type	Posted
C.04.01-Abstract_W912EP23B0010_COSTALSOUTHPV AND VILANO.pdf	PDF	May 11, 2023
B.08 W912EP23B0010 Amed 0004 .pdf	PDF	May 5, 2023
B.08 W912EP23B0010 AMEND 0003 0502 .pdf	PDF	May 3, 2023
Survey_Data.zip	ZIP file	Apr 24, 2023
W912EP23B0010 Amed 0002.pdf	PDF	Apr 21, 2023
B.08_W912EP23B0010 0001.pdf	PDF	Apr 6, 2023
B.08_23B0010CSRMPPVVilanoFY23Volume1Specs_.pdf	PDF	Mar 28, 2023
B.08_23B0010CSRMPPVVilanoFY23Volume2Specs_RTA.pdf	PDF	Mar 28, 2023
B.08_FY23 Vilano-St Johns GDR - final.pdf	PDF	Mar 28, 2023

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ST. AUGUSTINE INLET

B E

A C

H F I L L

S T A T E O F F L O R I D A S T . J O H N S C O U N T Y

BORROW

AREA N-3 2-

M ar

-2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

Jacksonville District

COASTAL STORM RISK MANGEMENT PROJECT

SOUTH PONTE VEDRA AND VILANO BEACHES

RENOURISHMENT 2023

ST. JOHNS COUNTY, FLORIDA

W912EP-23-B-0010

US Army Corps of Engineers ®

SHEET INDEX

SHEET ID SHEET TITLE

GENERAL

G-01 COVER AND SHEET INDEX

G-02 TERMS, ABBREVIATIONS, GENERAL SYMBOLOGY, AND SURVEY NOTES

G-03 PROJECT OVERVIEW AND SURVEY CONTROL

G-04 CONTROL DATA - STA. 1020+00 TO STA. 1087+00

G-05 CONTROL DATA - STA. 1087+00 TO STA. 1150+00

G-06 CONTROL DATA - STA. 1150+00 TO STA. 1187+58

G-07 LANDWARD LIMIT OF FILL - STA. 1020+00 TO STA. 1037+00

G-08 LANDWARD LIMIT OF FILL - STA. 1037+00 TO STA. 1063+00

G-09 LANDWARD LIMIT OF FILL - STA. 1063+00 TO STA. 1088+00

G-10 LANDWARD LIMIT OF FILL - STA. 1088+00 TO STA. 1114+00

G-11 LANDWARD LIMIT OF FILL - STA. 1114+00 TO STA. 1139+00

G-12 LANDWARD LIMIT OF FILL - STA. 1139+00 TO STA. 1165+00

G-13 LANDWARD LIMIT OF FILL - STA. 1165+00 TO STA. 1187+58

CIVIL

C-01 BEACH FILL PLAN - STA. 1020+00 TO STA. 1037+00

C-02 BEACH FILL PLAN - STA. 1037+00 TO STA. 1063+00

C-03 BEACH FILL PLAN - STA. 1063+00 TO STA. 1088+00

C-04 BEACH FILL PLAN - STA. 1088+00 TO STA. 1114+00

C-05 BEACH FILL PLAN - STA. 1114+00 TO STA. 1139+00

C-06 BEACH FILL PLAN - STA. 1139+00 TO STA. 1165+00

C-07 BEACH FILL PLAN - STA. 1165+00 TO STA. 1187+58

C-08 BEACH FILL PLAN - SURFSIDE PARK STAGING/ ACCESS

C-09 BEACH FILL - TYPICAL PROFILE

C-10 PAYMENT AND ACCEPTANCE PROFILES

C-11 BEACH FILL - LANDWARD TIE-IN

C-12 DUNE VEGETATION AND PLANTING

C-13 DUNE PROTECTION

C-14 BEACH PROFILES - R -103 TO R-108

C-15 BEACH PROFILES - R -109 TO R-114

C-16 BEACH PROFILES - R -115 TO R-117

C-17 BORROW AREA - N-3

M ar ch

, 2

-C

-2 3-

G L0

W G

C O

A N

D S

G-01

C :\P

-C

-2 3-

G L0

W G

- R

C H

C C

O R

K, D

M C

M Y

'-0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

OPEN OCEAN CONVERSION

MLW

MHW

NAVD88

2.97

1.64

RELATIONSHIP BETWEEN NAVD 1988, NOAA MEAN HIGH WATER,

AND NOAA MEAN LOW WATER

TIDAL DATUM (1983-2001 EPOCH)

SOURCE: U.S. DEPARTMENT OF COMMERCE, NOAA NOS

TIDE STATION ID: 8720587 (ST. AUGUSTINE BEACH, FL)

PUBLICATION DATE: 12/08/2009

APPROXIMATE

BERM CREST

CONSTRUCTION BASELINE

CENTERLINE

COUNTY ROUTE

DRAWING

EROSION CONTROL LINE

ELEVATION

EDGE OF BERM

FLOOD CONTROL COASTAL EMERGENCIES

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF TRANSPORTATION

FOOT/FEET

INVERT

IRON PIPE

LANDWARD LIMIT OF FILL

LINEAR FOOT

MAXIMUM

MEAN HIGH WATER

MINIMUM

MEAN LOWER LOW WATER

MEAN LOW WATER

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NOT TO SCALE

POINT OF INTERSECTION

REQUEST FOR INFORMATION

RANGE

SLOPED BERM CREST

SQUARE FEET

STATION

TOLERANCE

TOE OF SLOPE

TYPICAL

UNITED STATES ARMY CORPS OF ENGINEERS

UNITED STATES COAST GUARD

APPROX

CBL

DWG

ECL

EOB

FCCE

FDEP

FDOT

INV

LLOF

MAX.

MHW

MIN.

MLLW

MLW

NAD83

NAVD88

NOAA

N.T.S.

RFI

RGE

SBC

STA

TOL

TOS

TYP

USACE

USCG

R -63

CONSTRUCTION BASELINE POINT (CBL)

FDEP RANGE MONUMENT

WITH AZIMUTH BEARING

SURVEY HORIZONTAL AND VERTICAL CONTROL POINT

14.0 MAXIMUM DREDGING DEPTH

CONSTRUCTION BASELINE WITH STATIONING

STATE/FEDERAL WATERS BOUNDARY

APPROXIMATE EXISTING GRADE

CL1

VB-JH99-22

VIBRACORE BORING

FILL SLOPE INDICATOR SYMBOL

FILL SLOPE 1' VERTICAL TO X' HORIZONTAL

1 on X

BEACH FILL AREA (PLAN VIEW)

BEACH FILL AREA (PROFILE VIEW)

ENVIRONMENTALLY SENSITIVE AREA

G - GENERAL

C - CIVIL

MONUMENT FALLS OFF PAGE IN DIRECTION OF ARROW

GENERAL NOTES

1. REFER TO SURVEY NO. 22-160.

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

3. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO THE CURRENT REALIZATION OF THE NORTH AMERICAN DATUM OF 1983 (NAD83), BASED ON THE NOAA

NATIONAL SPATIAL REFERENCE SYSTEM (NSRS).

4. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

5. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE FOLLOWING REFERENCE

BASE LOCATION:

REFERENCE BASE LOCATED AT "RAMP RESET" (PID: BBCB11)

RTK TIDE WAS VERIFIED AT STAFF SET FROM "872 0554 B TIDAL" (PID DL 5712)

6. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2026 MULTI-BEAM SYSTEM OPERATING AT 330 KHZ (HIGH FREQUENCY) AND A ROSS MODEL 835C SMARTSOUNDER WITH A 28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL

SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

VESSEL DATE OF SURVEY AREA SURVEYED

SV FLORIDA II 20-22, 25-26 JUL 2022 ST JOHNS CO BA N-3

7. THERE WERE NO AIDS TO NAVIGATION IN THE SURVEY AREA.

8. 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 THE SURVEY.

9. SURVEY ACCURACY PERFORMANCE 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.

DISCIPLINE DESIGNATOR

TERMS AND ABBREVIATIONS

PROJECT LEGEND BORROW AREA SURVEY 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 APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983, FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011

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

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS

SYMBOL (+).

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE UNITS OF U.S.

SURVEY FEET.

5. UNLESS OTHERWISE INDICATED, BERM WIDTHS AND OTHER TEMPLATE FEATURES ARE MEASURED PERPENDICULAR TO THE CONSTRUCTION BASELINE (CBL). POSITIVE VALUES INDICATE SEAWARD DISTANCE.

DISTANCES ALONG ESTABLISHED AZIMUTHS OF FDEP'S RANGE MONUMENTS WILL VARY SLIGHTLY DUE TO

MINOR DIFFERENCES IN THE BEARING.

6. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR MEASUREMENTS (AERIAL IMAGERY FROM

BING WITHIN AUTOCAD).

7. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

SYMBOLS SHOWN ON THIS SHEET.

ABBREVIATIONS AND SYMBOLS

TOLERANCE BERM BELOW EXISTING SURFACE

VB-JH99-22

BEACH SURVEY NOTES

LANDWARD LIMIT OF FILL

NO EASEMENT

PUBLIC ACCESS FOR POST & ROPE, AND DUNE SIGNS,

SEE SPECIFICATION 02 83 20 DUNE PROTECTION FOR

DETAILS

EXISTING GRADE

DUNE VEGETATION (PLAN VIEW)

DUNE VEGETATION (PROFILE VIEW)

VERTICAL DATUM DIAGRAM

200'0100'

NORTH INDICATOR

GRAPHIC SCALE

TITLE

DRAWING AREA TITLE

PLAN

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

REDUCED TO FIT

REFERENCE SYMBOL KEY

BEACH FILLC-16

HORIZONTALVERTICAL

10' 20'0 200'0 100'

200'0 100'

VERTICAL CONTROL POINT

STAGING AND ACCESS AREA

EROSION CONTROL LINE

1. REFER TO SURVEY NO. 23-072

2. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC AND HYDROGRAPHIC SURVEY OF THE BEACHES OF ST. AUGUSTINE INLET AND TO FURNISH DELIVERABLE FILES OF THE TOPOGRAPHIC

AND HYDROGRAPHIC DATA.

3. THE SURVEY WAS LIMITED TO PROFILES OF RANGE LINES AT RANGE MONUMENTS R-102 THROUGH R-118 AND MONUMENTS R-136 THROUGH R-152 OF THE ST. JOHNS COUNTY MONITORING SYSTEM. THE RANGE MONUMENT LINES WERE SURVEYED 100 FEET LANDWARD FROM THE LANDWARD LIMITS OF THE

PROVIDED BEACH FILL TEMPLATE AND 200 SEAWARD OF THE SEAWARD INTERSECTION OF THE

PROVIDED BEACH FILL TEMPLATE AND THE EXISTING SEAFLOOR.

4. DATA WAS COLLECTED BETWEEN THE DATES 18-27 JANUARY 2023.4. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (2011), FLORIDA STATE PLANE COORDINATE

SYSTEM, FLORIDA EAST ZONE, U.S. SURVEY FEET.

5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S.

SURVEY FEET.

6. RTK/GPS WAS USED TO COLLECT DATA ALONG RANGE LINES FOR THE UPLAND AND WADING PORTIONS

OF THE PROJECT. QUALITY ASSURANCE FOR TOPOGRAPHIC DATA WAS ACCOMPLISHED BY

COMPARING DAILY RTK/GPS CHECK MEASUREMENTS TO KNOWN VALUES AT CONTROL POINTS. STATIC

SESSIONS WERE RUN AT THE RTK/GPS BASE STATION DURING DATA COLLECTION AND WERE

SUBMITTED TO OPUS FOR VERIFICATION AND QUALITY ASSURANCE.

7. THE HYDROGRAPHIC SURVEY WAS COMPLETED UTILIZING RTK/GPS, TRIMBLE GPS, TSS-DMS10 HEAVE AND MOTION SENSOR, ODOM CV 100 DUAL FREQUENCY FATHOMETER OPERATING AT 200 KHZ AND HYPACK 2021. THE VERTICAL COMPONENT WAS VERIFIED ON LAND TWICE DAILY AT A CONTROL POINT.

CALIBRATION AND QUALITY ASSURANCE DATA WAS COLLECTED DAILY AND RECORDED IN HYPACK LINE FILES. THE DATA FILES ARE REFERENCED IN THE FIELD NOTES. SOUND VELOCITY PROFILES WERE

CAPTURED USING AN VALEPORT SWIFT SVP.

8. THE INFORMATION DEPICTED BY THIS DATA REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

AT THAT TIME.

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

Y G

Y, A

N D

S U

Y N

R M

S, A

N S, G

G-02

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

R -100

R -105

R -110

R -115

R -120

R -095

INTRACO

ASTAL W

ATERW

B E

A C

H F I L L L I M

I T S

ANASTASIA

STATE PARK

ST. AUGUSTINE INLET

SALT RUN

ATLANTIC

OCEAN

SOUTHERN LIMIT

R-117.5

NORTHERN LIMIT

R-102.5

Y=2050000

Y=2040000

Y=2030000

Y=2020000

R125

T130

R125

R095

R100

R105

T110

R115

R120

7.3 NAUTICAL MILES

TO BORROW AREA N-3

S T A T E O F F L O R I D A S T . J O H N S C O U N T Y

STATE/FEDERAL

WATERS BOUNDARY

USACE-164

ENVIRONMENTALLY

SENSITIVE AREA 1

USACE-163

872 0554 B TIDAL

RAMP RESETBM #5

BM #2

D 322 C 322

2,043,173.77USACE-163 165

RADIUS

IN FEET

2,035,945.22USACE-164 165

2,039,270.27ENVIRONMENTALLY

SENSITIVE AREA 1 190

561,843.22

562,451.67

560,902.95

ENVIRONMENTALLY SENSITIVE AVOIDANCE AREA

(Y) - NORTHINGID (X) - EASTING

12.65 4.06

DL5712

BBCB11

2,029,760.SC

2,027,838.76

872 0554 B

RAMP RESET

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL (22-160 BORROW AREA)

561,120.SC

558,370.19

AQ0346

AQ0347

N/A N/A

571,956.17 571,591.08 557,987.86 557,925.44

DESIGNATION PID NORTHING EASTING NAVD88

SURVEY CONTROL (23-072 BEACH)

D 322 C 322

BM #2

BM #5

10.07 7.51 5.82 5.03

2,008,138.08 2,007,863.78 2,028,312.67 2,028,100.52

NOTES:

1. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS

ONLY TO BE USED AS A VERTICAL CALIBRATION/CHECK POINT,

NOT FOR HORIZONTAL CONTROL.

2. REFER TO THE SURVEY NOTES, AND REPORTS, FOR

INFORMATION REGARDING THE USE AND APPLICATION OF THE

SURVEY CONTROL POINTS LISTED IN THIS TABLE.

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

C T

N D

S U

Y C

O N

G-03

PROJECT OVERVIEW

SCALE: 1" = 2000'

2000' 4000'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

WEST PALM BEACH

ATLANTIC

OCEAN

LOCATION

OF WORK

FLORIDA

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

CANAVERAL

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WEST

ST LUCIE

N.T.S.

LOCATION MAP

ST AUGUSTINE

GAINESVILLE

FT. LAUDERDALE

1020+00

1025+00

1030+00

1035+00

1040+00

1045+00

1050+00

1055+00

1060+00

1065+00

1070+00

1075+00

1080+00

1085+00

MATCHLINE SHEET G-05 STA. 1087+00

0Y= 2050000

Y= 2048000

Y= 2046000

Y= 2044000

A T L A N T I C

O C E A N

V I L A N O

B E A C H

CBL

APPROXIMATE SHORELINE

CBL - 1070

CBL - 1060

CBL - 1050

CBL - 1040

CBL - 1030

CBL - 1020

CBL - 1080

ECL - 501

ECL - 502

ECL - 503

ECL - 504

ECL - 505

ECL - 506

ECL - 507

ECL - 508

ECL - 509

ECL - 510

ECL - 511

ECL - 512

ECL - 513

ECL - 514

ECL - 515

ECL - 516

ECL - 517

ECL - 518

ECL - 519

ECL - 520

ECL - 521

ECL - 522

ECL - 524

ECL - 525

ECL - 526

ECL - 527

ECL - 528

ECL - 529

ECL - 530

ECL - 531

ECL - 532

ECL - 533

ECL - 534

ECL - 535

ECL - 536

ECL - 537

ECL - 538

ECL - 539

ECL - 540

ECL - 541

ECL - 542

ECL - 543

ECL - 544

ECL - 545

ECL - 546

ECL - 547

ECL - 548

ECL - 549

ECL - 550

ECL - 551

ECL - 552

ECL - 553

ECL - 554

ECL - 555

ECL - 556

ECL - 557

ECL - 558

ECL - 559

ECL - 560

ECL - 561

ECL - 523

R102

R103

T104

R105

R106

R107

R108

ECL - 545

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

O N

L D

G-04

CONTROL DATA

SCALE: 1' = 400'

400' 800'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

POINT (X) - EASTING(Y) - NORTHING

CONTRUCTION BASELINE

CBL - 1020

CBL - 1030

CBL - 1040

CBL - 1050

CBL - 1060

CBL - 1070

CBL - 1080

2,049,340.76 2,048,378.24 2,047,417.26 2,046,449.36 2,045,504.33 2,044,428.00 2,043,400.70

558,064.92 558,301.99 558,538.67 558,772.54 559,043.13 559,328.37 559,602.88

CBL STATIONING

1049+76.74 1059+59.74 1070+73.23 1081+36.56

1039+80.98 1029+91.29 1020+00.00

POINT (X) - EASTING(Y) - NORTHING

2,048,893.89 2,048,824.46 2,048,724.25 2,048,624.31 2,048,524.74 2,048,424.33 2,048,324.56 2,048,224.80 2,048,124.43 2,048,025.01 2,047,924.53 2,047,824.02 2,047,724.12 2,047,624.81 2,047,524.91 2,047,424.40 2,047,324.52 2,047,224.39 2,047,123.79 2,047,024.43 2,046,925.18 2,046,824.37 2,046,724.34 2,046,624.71 2,046,524.85 2,046,425.07 2,046,324.85 2,046,224.66 2,046,124.95 2,046,024.85 2,045,924.75 2,045,824.51 2,045,724.91 2,045,624.52 2,045,524.54 2,045,424.50 2,045,324.47 2,045,224.67 2,045,124.85

558,374.49 558,390.69 558,415.51 558,438.63 558,464.87 558,486.26 558,508.08 558,536.64 558,559.12 558,584.44 558,607.62 558,631.86 558,652.88 558,677.65 558,703.60 558,730.19 558,752.49 558,775.58 558,800.97 558,823.68 558,852.29 558,879.23 558,903.70 558,925.47 558,952.58 558,978.18 559,003.54 559,033.24 559,060.90 559,090.36 559,116.27 559,142.09 559,175.37 559,202.32 559,231.64 559,259.30 559,286.28 559,316.93 559,342.61

ECL - 501

ECL - 502

ECL - 503

ECL - 504

ECL - 505

ECL - 506

ECL - 507

ECL - 508

ECL - 509

ECL - 510

ECL - 511

ECL - 512

ECL - 513

ECL - 514

ECL - 515

ECL - 516

ECL - 517

ECL - 518

ECL - 519

ECL - 520

ECL - 521

ECL - 522

ECL - 523

ECL - 524

ECL - 525

ECL - 526

ECL - 527

ECL - 528

ECL - 529

ECL - 530

ECL - 531

ECL - 532

ECL - 533

ECL - 534

ECL - 535

ECL - 536

ECL - 537

ECL - 538

ECL - 539

ECL - 540

ECL - 541

ECL - 542

ECL - 543

ECL - 544

ECL - 545

ECL - 546

ECL - 547

ECL - 548

ECL - 549

ECL - 550

ECL - 551

ECL - 552

ECL - 553

ECL - 554

ECL - 555

ECL - 556

ECL - 557

ECL - 558

ECL - 559

ECL - 560

ECL - 561

2,045,024.38 2,044,925.14 2,044,824.89 2,044,724.98 2,044,624.47 2,044,524.44 2,044,424.48 2,044,324.27 2,044,224.54 2,044,124.34 2,044,024.23 2,043,924.42 2,043,824.61 2,043,724.34 2,043,624.51 2,043,524.61 2,043,424.20 2,043,324.24 2,043,224.65 2,043,124.82 2,043,024.66 2,042,924.73

559,365.85 559,392.12 559,419.07 559,447.22 559,474.02 559,495.92 559,518.01 559,544.71 559,568.58 559,594.53 559,622.20 559,647.88 559,677.49 559,704.36 559,734.35 559,756.05 559,783.97 559,809.13 559,836.58 559,865.99 559,893.04 559,920.37

(Y) - NORTHING (X) - EASTING

FDEP RANGE MONUMENT CONTROL

POINT AZIMUTH

(DEGREES)

ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE FROM NORTH

R-102 R-103 R-104 R-105 R-106 R-107 R-108

2,049,348.97 2,048,381.47 2,0474,20.02 2,046,454.35 2,045,513.26 2,044,435.73 2,043,408.20

558,103.42 558,321.91 558,557.68 558,792.65 559,073.67 559,357.88 559,630.27

EROSION CONTROL LINE

A T L A N T I C

O C E A N

V I L A N O

B E A C H

MATCHLINE SHEET G-04 STA. 1087+00

MATCHLINE SHEET G-06 STA. 1150+00

CBL

APPROXIMATE SHORELINE

Y= 2044000

Y= 2042000

Y= 2040000

Y= 2038000

CBL - 1090

CBL - 1100

CBL - 1110

CBL - 1120

CBL - 1130

CBL - 1140

ECL - 562

ECL - 563

ECL - 564

ECL - 565

ECL - 566

ECL - 567

ECL - 568

ECL - 569

ECL - 570

ECL - 571

ECL - 572

ECL - 573

ECL - 574

ECL - 575

ECL - 576

ECL - 577

ECL - 578

ECL - 579

ECL - 580

ECL - 581

ECL - 582

ECL - 583

ECL - 584

ECL - 585

ECL - 586

ECL - 587

ECL - 588

ECL - 589

ECL - 590

ECL - 591

ECL - 592

ECL - 593

ECL - 594

ECL - 595

ECL - 596

ECL - 597

ECL - 598

ECL - 599

ECL - 600

ECL - 602

ECL - 604

ECL - 606

ECL - 608

ECL - 610

ECL - 612

ECL - 614

ECL - 601

ECL - 603

ECL - 605

ECL - 607

ECL - 609

ECL - 611

ECL - 613

ECL - 616

ECL - 618

ECL - 620

ECL - 615

ECL - 617

ECL - 619

ECL - 621

1090+00

1095+00

1100+00

1105+00

1110+00

1115+00

1120+00

1125+00

1130+00

1135+00

1140+00

1145+00

R109

T110

R111

T112

R113

T114

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

O N

L D

G-05

SCALE: 1' = 400'

400' 800'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

POINT (X) - EASTING(Y) - NORTHING

2,042,825.23 2,042,724.59 2,042,624.51 2,042,524.17 2,042,424.61 2,042,324.90 2,042,224.45 2,042,124.86 2,042,024.36 2,041,924.71 2,041,824.56 2,041,724.79 2,041,624.32 2,041,524.70 2,041,424.74 2,041,324.50 2,041,224.64 2,041,124.48 2,041,024.51 2,040,924.64 2,040,824.85 2,040,725.19 2,040,624.53 2,040,524.05 2,040,424.64 2,040,324.54 2,040,224.53 2,040,124.72 2,040,024.86 2,039,924.50 2,039,825.06 2,039,724.59 2,039,624.61 2,039,524.41 2,039,424.64 2,039,324.56 2,039,224.44 2,039,124.71 2,039,024.77 2,038,924.51 2,038,824.50 2,038,724.89 2,038,624.91 2,038,524.36 2,038,424.63 2,038,324.73 2,038,224.34 2,038,124.86 2,038,025.01 2,037,924.65 2,037,824.34 2,037,724.73 2,037,624.60 2,037,524.24 2,037,425.23 2,037,324.91 2,037,224.45 2,037,124.95 2,037,024.16 2,036,924.86

559,949.34 559,977.20 560,003.67 560,029.47 560,052.69 560,079.55 560,106.44 560,132.76 560,161.58 560,188.21 560,214.60 560,243.14 560,265.46 560,292.33 560,318.92 560,343.90 560,370.28 560,396.17 560,424.46 560,452.55 560,482.56 560,513.47 560,542.21 560,571.73 560,597.86 560,628.44 560,654.86 560,681.29 560,708.87 560,737.35 560,767.95 560,796.93 560,824.77 560,854.99 560,884.42 560,913.37 560,942.43 560,973.07 561,004.93 561,034.22 561,064.16 561,095.01 561,126.86 561,158.14 561,189.07 561,219.32 561,251.94 561,281.36 561,314.73 561,346.82 561,373.78 561,402.49 561,431.91 561,462.19 561,491.66 561,525.18 561,560.50 561,590.85 561,623.69 561,659.37

ECL - 562

ECL - 563

ECL - 564

ECL - 565

ECL - 566

ECL - 567

ECL - 568

ECL - 569

ECL - 570

ECL - 571

ECL - 572

ECL - 573

ECL - 574

ECL - 575

ECL - 576

ECL - 577

ECL - 578

ECL - 579

ECL - 580

ECL - 581

ECL - 582

ECL - 583

ECL - 584

ECL - 585

ECL - 586

ECL - 587

ECL - 588

ECL - 589

ECL - 590

ECL - 591

ECL - 592

ECL - 593

ECL - 594

ECL - 595

ECL - 596

ECL - 597

ECL - 598

ECL - 599

ECL - 600

ECL - 601

ECL - 602

ECL - 603

ECL - 604

ECL - 605

ECL - 606

ECL - 607

ECL - 608

ECL - 609

ECL - 610

ECL - 611

ECL - 612

ECL - 613

ECL - 614

ECL - 615

ECL - 616

ECL - 617

ECL - 618

ECL - 619

ECL - 620

ECL - 621

POINT

CBL - 1090

CBL - 1100

CBL - 1110

CBL - 1120

CBL - 1130

CBL - 1140

(X) - EASTING(Y) - NORTHING

2,042,423.04 2,041,337.38 2,040,315.43 2,039,317.59 2,038,342.83 2,037,410.85

559,868.64 560,156.45 560,456.13 560,743.27 561,006.89 561,303.60

CONTRUCTION BASELINE

CBL STATIONING

1091+49.70 1102+72.86 1113+37.85 1123+76.18 1133+85.96 1143+64.04

(Y) - NORTHING (X) - EASTING

FDEP RANGE MONUMENT CONTROL

POINT AZIMUTH

(DEGREES)

ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE FROM NORTH

R-109 T-110 R-111 T-112 R-113 T-114

2,042,423.61 2,041,337.66 2,040,320.32 2,039,325.32 2,038,355.17 2,037,423.69

559,870.56 560,153.48 560,466.29 560,768.11 561,043.54 561,335.16

1155+00

1160+00

1165+00

1170+00

1175+00

1180+00

1185+00

1187+581187+58

A T L A N T I C

O C E A N

V I L A N O

B E A C H

MATCHLINE SHEET G-05 STA. 1150+00

CBL

APPROXIMATE SHORELINE

Y= 2038000

Y= 2036000

Y= 2034000

Y= 2032000

CBL - 1160

CBL - 1150

CBL - 1170

CBL - 1180

R115

R116

R117

R118

R119

R120

ECL - 622

ECL - 624

ECL - 626

ECL - 623

ECL - 625

ECL - 627

ECL - 629

ECL - 631

ECL - 633

ECL - 628

ECL - 630

ECL - 632

ECL - 634

ECL - 635

ECL - 636

ECL - 638

ECL - 640

ECL - 642

ECL - 644

ECL - 637

ECL - 639

ECL - 641

ECL - 643

ECL - 646

ECL - 648

ECL - 650

ECL - 652

ECL - 645

ECL - 647

ECL - 649

ECL - 651

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

O N

L D

G-06

SCALE: 1" = 400'

400' 800'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

(X) - EASTING(Y) - NORTHING

2,036,824.69 2,036,725.05 2,036,625.33 2,036,524.94 2,036,424.85 2,036,324.87 2,036,224.24 2,036,124.56 2,036,025.57 2,035,924.80 2,035,824.77 2,035,724.29 2,035,624.62 2,035,524.49 2,035,424.90 2,035,324.80 2,035,224.87 2,035,124.55 2,035,024.49 2,034,924.52 2,034,824.72 2,034,724.50 2,034,624.71 2,034,524.46 2,034,424.50 2,034,324.73 2,034,224.74 2,034,124.64 2,034,024.51 2,033,924.82 2,033,865.37

561,691.16 561,721.92 561,752.57 561,782.33 561,813.66 561,847.98 561,880.82 561,913.87 561,944.40 561,974.59 562,004.83 562,039.18 562,072.63 562,104.99 562,134.73 562,170.12 562,205.68 562,238.54 562,269.81 562,304.53 562,340.51 562,378.48 562,412.95 562,451.21 562,483.89 562,523.92 562,560.88 562,597.78 562,637.79 562,677.94 562,701.96

ECL - 622

ECL - 623

ECL - 624

ECL - 625

ECL - 626

ECL - 627

ECL - 628

ECL - 629

ECL - 630

ECL - 631

ECL - 632

ECL - 633

ECL - 634

ECL - 635

ECL - 636

ECL - 637

ECL - 638

ECL - 639

ECL - 640

ECL - 641

ECL - 642

ECL - 643

ECL - 644

ECL - 645

ECL - 646

ECL - 647

ECL - 648

ECL - 649

ECL - 650

ECL - 651

ECL - 652

POINT (X) - EASTING(Y) - NORTHING

CBL - 1150

CBL - 1160

CBL - 1170

CBL - 1180

2,036,341.59 2,035,321.90 2,034,260.32 2,033,232.64

561,634.42 561,939.56 562,306.08 562,660.90

CONTRUCTION BASELINE

CBL STATIONING

1154+83.30 1165+47.67 1176+70.74 1187+57.95

(Y) - NORTHING (X) - EASTING

FDEP RANGE MONUMENT CONTROL

POINT AZIMUTH

(DEGREES)

ALL AZIMUTHS ARE GRID MEASURED CLOCKWISE FROM NORTH

R-115 R-116 R-117 R-118 R-119 R-120

2,036,348.78 2,035,333.23 2,034,275.87 2,033,255.76 2,032,233.21 2,031,206.45

561,648.28 561,962.61 562,336.86 562,719.89 563,155.84 563,598.70

POINT

T C

N E

S H

E E

T G

-0

S T

A . 1

R-102 R-103

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

A1A - COASTAL HIGHWAY

LANDWARD LIMIT OF FILL

CBL

X= 558500

X= 558000

X= 557500

(Y) - NORTHING (X) - EASTINGPOINT NAME

LANDWARD LIMIT OF FILL

LLOF - 1 2,048,872.00 558,205.00

LLOF - 1

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

N D

D L

O F

G-07

LANDWARD LIMIT OF FILL

SCALE: 1" = 100'

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

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

A1A - COASTAL HIGHWAY

M A

T C

N E

S H

E E

T G

-0

S T

A . 1

LANDWARD LIMIT OF FILL

S B

EACH D

D C

M A

T C

N E

S H

E E

T G

-0

S T

A . 1

R-104 R-105 R-106

X= 558000

X= 558500

X= 559000

(Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME 2,047,365.00 2,047,363.00 2,046,883.00 2,046,880.90 2,046,847.32 2,046,498.02 2,046,488.63 2,046,439.57 2,046,439.83 2,046,430.03

558,574.00 558,596.00 558,723.00 558,711.18 558,693.61 558,774.82 558,794.57 558,807.98 558,827.98 558,830.31

2,045,673.00 2,045,516.00 2,045,514.00 2,045,433.00 2,045,425.00 2,045,288.00 2,045,276.00 2,045,205.00 2,045,200.00

559,037.00 559,078.00 559,085.00 559,104.00 559,115.00 559,151.00 559,135.00 559,158.00 559,165.00

LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL

LLOF - 3

LLOF - 2

LLOF - 4

LLOF - 5

LLOF - 6

LLOF - 7

LLOF - 8

LLOF - 9

LLOF - 10

LLOF - 12

LLOF - 13

LLOF - 14

LLOF - 15

LLOF - 16

LLOF - 17

LLOF - 18

LLOF - 11

LLOF - 20

LLOF - 19

LLOF - 27

LLOF - 28

LLOF - 29

LLOF - 30

LLOF - 2

LLOF - 3

LLOF - 4

LLOF - 5

LLOF - 6

LLOF - 7

LLOF - 8

LLOF - 9

LLOF - 10

LLOF - 11

LLOF - 12

LLOF - 13

LLOF - 14

LLOF - 15

LLOF - 16

LLOF - 17

LLOF - 18

LLOF - 19

LLOF - 20

LLOF - 21

558,810.70 558,828.06 558,846.00 558,865.12 558,874.00 558,991.03 559,005.89 559,035.56 559,010.32 559,026.00

2,046,429.61 2,046,366.09 2,046,364.00 2,046,296.91 2,046,294.00 2,045,824.34 2,045,825.35 2,045,748.65 2,045,746.92 2,045,684.00

LLOF - 22

LLOF - 23

LLOF - 24

LLOF - 25

LLOF - 26

LLOF - 27

LLOF - 28

LLOF - 29

LLOF - 30

LLOF - 21

LLOF - 22

LLOF - 23

LLOF - 24

LLOF - 25

LLOF - 26

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

N D

D L

O F

G-08

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

T C

N E

S H

E E

T G

-0

S T

A . 1

M A

T C

N E

S H

E E

T G

-1

S T

A . 1

X= 559500

X= 559000

R-107 R-108

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

A1A - COASTAL HIGHWAY

3R D

S T

5T H

S T

LANDWARD LIMIT OF FILL

(Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME 2,044,904.00 2,044,901.00 2,044,874.00 2,044,750.00 2,044,663.00 2,044,662.00 2,044,324.00 2,044,284.00 2,044,186.28 2,044,192.75 2,044,094.85 2,044,088.00 2,044,077.00

559,243.00 559,258.00 559,266.00 559,281.00 559,303.00 559,297.00 559,382.00 559,413.00 559,438.43 559,453.47 559,478.94 559,464.00 559,437.00

2,044,026.00 2,044,030.00 2,043,968.00 2,043,778.00 2,043,780.00 2,043,682.00 2,043,681.00 2,043,660.70 2,043,721.77 2,043,625.37 2,043,552.45 2,043,495.37 2,043,505.27

559,452.00 559,470.00 559,485.00 559,532.00 559,537.00 559,562.00 559,559.00 559,563.47 559,705.13 559,734.09 559,564.92 559,584.13 559,607.09

559,671.12 559,648.16 559,660.00 559,670.00 559,685.00 559,699.43 559,714.49 559,721.13 559,707.00 559,702.00 559,780.00 559,782.00

2,043,315.07 2,043,305.17 2,043,270.00 2,043,272.00 2,043,238.00 2,043,125.82 2,043,132.31 2,043,076.61 2,043,067.00 2,043,061.00 2,042,817.00 2,042,768.00

LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL

LLOF - 31

LLOF - 32

LLOF - 33

LLOF - 34

LLOF - 35

LLOF - 36 LLOF - 37

LLOF - 40

LLOF - 39

LLOF - 41

LLOF - 43

LLOF - 44

LLOF - 45

LLOF - 47

LLOF - 48

LLOF - 49

LLOF - 46

LLOF - 50

LLOF - 51

LLOF - 52

LLOF - 53

LLOF - 54

LLOF - 55

LLOF - 56

LLOF - 57

LLOF - 58

LLOF - 59

LLOF - 60

LLOF - 61

LLOF - 62

LLOF - 63

LLOF - 64

LLOF - 65

LLOF - 66

LLOF - 67

LLOF - 68

LLOF - 42

LLOF - 31

LLOF - 32

LLOF - 33

LLOF - 34

LLOF - 35

LLOF - 36

LLOF - 37

LLOF - 38

LLOF - 39

LLOF - 40

LLOF - 41

LLOF - 42

LLOF - 43

LLOF - 44

LLOF - 45

LLOF - 46

LLOF - 47

LLOF - 48

LLOF - 49

LLOF - 50

LLOF - 51

LLOF - 52

LLOF - 53

LLOF - 54

LLOF - 55

LLOF - 56

LLOF - 57

LLOF - 58

LLOF - 59

LLOF - 60

LLOF - 61

LLOF - 62

LLOF - 63

LLOF - 64

LLOF - 65

LLOF - 66

LLOF - 67

LLOF - 68

LLOF - 38

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

N D

D L

O F

G-09

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

T C

N E

S H

E E

T G

-1

S T

A . 1

M A

T C

N E

S H

E E

T G

-0

S T

A . 1

R-109 R-110 R-111

X= 559500

X= 560000

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

A1A - COASTAL HIGHWAY

LID

AVE

12TH

13TH

14TH

15TH

16TH

LANDWARD LIMIT OF FILL

(Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME 2,042,287.00 2,042,198.00 2,042,092.00 2,042,103.00 2,042,032.00 2,042,024.00 2,041,763.00 2,041,749.00 2,041,675.00 2,041,687.00 2,041,662.00

559,922.00 559,937.00 559,970.00 560,021.00 560,040.00 560,030.00 560,103.00 560,066.00 560,068.00 560,102.00 560,134.00

560,211.00 560,193.00 560,162.00 560,165.00 560,205.84 560,229.14 560,200.00 560,218.00 560,234.00 560,262.00 560,276.00

2,041,368.00 2,041,348.00 2,041,339.00 2,041,330.00 2,041,348.78 2,041,245.14 2,041,232.00 2,041,180.00 2,041,183.00 2,041,086.00 2,041,091.00

560,304.00

560,275.00

560,290.00

560,321.00

560,420.00

560,416.00

560,446.00

560,412.00

560,429.00

560,467.00

2,040,995.00

2,040,985.00

2,040,932.00

2,040,939.00

2,040,596.00

2,040,595.00

2,040,495.00

2,040,480.00

2,040,422.00

2,040,435.00

LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL

LLOF - 69

LLOF - 70

LLOF - 71

LLOF - 72

LLOF - 73

LLOF - 74

LLOF - 75

LLOF - 77

LLOF - 78

LLOF - 79

LLOF - 80

LLOF - 82

LLOF - 83

LLOF - 84

LLOF - 85

LLOF - 76

LLOF - 81

LLOF - 86

LLOF - 87

LLOF - 88

LLOF - 89

LLOF - 90

LLOF - 91

LLOF - 92

LLOF - 93

LLOF - 94

LLOF - 95

LLOF - 96

LLOF - 97

LLOF - 98

LLOF - 100

LLOF - 99

LLOF - 69

LLOF - 70

LLOF - 71

LLOF - 72

LLOF - 73

LLOF - 74

LLOF - 75

LLOF - 76

LLOF - 77

LLOF - 78

LLOF - 79

LLOF - 80

LLOF - 81

LLOF - 82

LLOF - 83

LLOF - 84

LLOF - 85

LLOF - 86

LLOF - 87

LLOF - 88

LLOF - 89

LLOF - 90

LLOF - 91

LLOF - 92

LLOF - 93

LLOF - 94

LLOF - 95

LLOF - 96

LLOF - 97

LLOF - 98

LLOF - 99

LLOF - 100

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

N D

D L

O F

G-10

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

T C

N E

S H

E E

T G

-1

S T

A . 1

M A

T C

N E

S H

E E

T G

-1

S T

A . 1

R-112 R-113

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

24TH

23R D

22N D

21ST ST

20TH

ATIN

G C

B R

19TH

LANDWARD LIMIT OF FILL

A1A - COASTAL HIGHWAY

X= 560500

X= 560000

X= 561000

(Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME 560,524.00

560,502.00

560,505.00

560,550.00

560,566.00

560,563.00

560,599.00

560,618.00

560,649.00

560,731.00

560,744.00

560,815.00

2,040,237.00

2,040,202.00

2,040,183.00

2,040,119.00

2,040,086.00

2,039,941.00

2,039,925.00

2,039,841.00

2,039,576.00

2,039,484.00

2,039,241.00

2,039,226.00

2,039,163.00

2,039,174.00

2,039,085.00

2,039,069.00

2,039,061.00

2,039,074.00

2,038,983.00

2,038,971.00

2,038,901.00

2,038,907.00

2,038,833.00

560,781.00

560,797.00

560,829.00

560,855.00

560,828.00

560,830.00

560,858.00

560,884.00

560,856.00

560,877.00

560,900.00

560,922.00

2,038,828.00

2,038,820.00

2,038,828.00

2,038,730.00

2,038,723.00

2,038,715.00

2,038,661.00

2,038,672.00

2,038,585.00

2,038,573.00

560,906.00

560,909.00

560,928.00

560,956.00

560,939.00

560,942.00

560,935.00

560,972.00

560,999.00

560,978.00

LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL

LLOF - 101

LLOF - 102

LLOF - 103

LLOF - 104

LLOF - 105

LLOF - 106

LLOF - 107

LLOF - 108

LLOF - 109

LLOF - 110

LLOF - 111

LLOF - 112

LLOF - 113

LLOF - 114

LLOF - 115

LLOF - 116

LLOF - 117

LLOF - 118

LLOF - 119

LLOF - 120

LLOF - 121

LLOF - 122

LLOF - 123

LLOF - 124

LLOF - 125

LLOF - 12

LLOF - 127

LLOF - 128

LLOF - 129

LLOF - 130

LLOF - 131

LLOF - 132 LLOF - 133

LLOF - 134

LLOF - 101

LLOF - 102

LLOF - 103

LLOF - 104

LLOF - 105

LLOF - 106

LLOF - 107

LLOF - 108

LLOF - 109

LLOF - 110

LLOF - 111

LLOF - 112

LLOF - 113

LLOF - 114

LLOF - 115

LLOF - 116

LLOF - 117

LLOF - 118

LLOF - 119

LLOF - 120

LLOF - 121

LLOF - 122

LLOF - 123

LLOF - 124

LLOF - 125

LLOF - 126

LLOF - 127

LLOF - 128

LLOF - 129

LLOF - 130

LLOF - 131

LLOF - 132

LLOF - 133

LLOF - 134

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

N D

D L

O F

G-11

SCALE: 1" = 100' 100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

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

T C

N E

S H

E E

T G

-1

S T

A . 1

X= 561000

X= 561500

LANDWARD LIMIT OF FILL

A1A - COASTAL HIGHWAY

+0 0R-114 R-115

M A

T C

N E

S H

E E

T G

-1

S T

A . 1

(Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME 561,204.00 561,315.00 561,318.00 561,345.00 561,352.00 561,383.00 561,410.00 561,360.00 561,362.00 561,392.00 561,393.00 561,434.00 561,458.00 561,472.68 561,501.00 561,500.00 561,519.00

2,037,828.00 2,037,429.00 2,037,421.00 2,037,386.00 2,037,377.00 2,037,386.00 2,037,301.00 2,037,285.00 2,037,278.00 2,037,182.00 2,037,177.00 2,037,188.00 2,037,113.00 2,037,065.58 2,036,977.00 2,036,969.00 2,036,909.00

561,930.00 562,050.13 562,062.80 561,894.27

2,035,649.00 2,035,691.65 2,035,653.90 2,035,596.49

2,036,898.00 2,036,853.00 2,036,845.00 2,036,787.78 2,036,795.99 2,036,766.76 2,036,748.81 2,036,739.73 2,036,690.00 2,036,665.00 2,036,628.00 2,036,637.00 2,036,460.00 2,036,084.00 2,036,124.67 2,035,986.52 2,035,944.00

561,507.00 561,521.00 561,571.00 561,598.10 561,623.95 561,635.56 561,636.70 561,611.45 561,619.00 561,617.00 561,593.00 561,619.00 561,675.00 561,793.00 561,913.84 561,956.10 561,837.16

LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL

LLOF - 137

LLOF - 136

LLOF - 139

LLOF - 140

LLOF - 141

LLOF - 142

LLOF - 143

LLOF - 144

LLOF - 145

LLOF - 146

LLOF - 149

LLOF - 150

LLOF - 151

LLOF - 152

LLOF - 153

LLOF - 154

LLOF - 155

LLOF - 156

LLOF - 157

LLOF - 158

LLOF - 159

LLOF - 160

LLOF - 135 LLOF - 147

LLOF - 148

LLOF - 138

LLOF - 161

LLOF - 162

LLOF - 163

LLOF - 165

LLOF - 164

LLOF - 166 LLOF - 167

LLOF - 168

LLOF - 169

LLOF - 170 LLOF - 171

LLOF - 172

LLOF - 135

LLOF - 136

LLOF - 137

LLOF - 138

LLOF - 139

LLOF - 140

LLOF - 141

LLOF - 142

LLOF - 143

LLOF - 144

LLOF - 145

LLOF - 146

LLOF - 147

LLOF - 148

LLOF - 149

LLOF - 150

LLOF - 151

LLOF - 152

LLOF - 153

LLOF - 154

LLOF - 155

LLOF - 156

LLOF - 157

LLOF - 158

LLOF - 159

LLOF - 160

LLOF - 161

LLOF - 162

LLOF - 163

LLOF - 164

LLOF - 165

LLOF - 166

LLOF - 167

LLOF - 168

LLOF - 169

LLOF - 170

LLOF - 171

LLOF - 172

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

N D

D L

O F

G-12

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

T C

N E

S H

E E

T G

-1

S T

A . 1

R-116

R-117 R-118

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

D N

AVE

LANDWARD LIMIT OF FILL

A1A - COASTAL HIGHWAY

X= 562000

X= 562500 Y=

(Y) - NORTHING (X) - EASTINGPOINT NAME (Y) - NORTHING (X) - EASTINGPOINT NAME

2,035,241.00

2,035,254.00

2,035,126.00

2,035,114.00

2,035,107.00

2,034,992.00

2,034,980.00

2,034,818.00

2,034,806.00

2,034,792.00

2,034,800.00

562,012.00

562,055.00

562,095.00

562,055.00

562,089.00

562,134.00

562,150.00

562,207.00

562,172.00

562,169.00

562,195.00

LANDWARD LIMIT OF FILL LANDWARD LIMIT OF FILL

LLOF - 173

LLOF - 174

LLOF - 175

LLOF - 176

LLOF - 177

LLOF - 178

LLOF - 179

LLOF - 180

LLOF - 181

LLOF - 182

LLOF - 183

LLOF - 184

LLOF - 185

LLOF - 186

LLOF - 187

LLOF - 189

LLOF - 190

LLOF - 191

LLOF - 192

LLOF - 193

LLOF - 194

LLOF - 188

LLOF - 173

LLOF - 174

LLOF - 175

LLOF - 176

LLOF - 177

LLOF - 178

LLOF - 179

LLOF - 180

LLOF - 181

LLOF - 182

LLOF - 183

LLOF - 184

LLOF - 185

LLOF - 186

LLOF - 187

LLOF - 188

LLOF - 189

LLOF - 190

LLOF - 191

LLOF - 192

LLOF - 193

LLOF - 194

LLOF - 195

2,034,718.00

2,034,720.40

2,034,637.59

2,034,637.00

2,034,561.00

2,034,479.00

2,034,431.00

2,034,427.00

2,033,986.00

2,033,954.00

2,033,840.00

2,033,813.00

562,219.00

562,227.41

562,257.96

562,255.00

562,285.00

562,316.00

562,319.00

562,305.00

562,467.00

562,502.00

562,557.00

562,564.00

LLOF - 195

2- M ar -2

-C

-2 3-

G L0

W G

N . D

R . P

W . R

O S

. 1

N D

D L

O F

G-13

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

1.6 1.6

2.7

2.9 3.7 3.8

4.5 4.6

5.6 6.0

6.57.0

7.8 7.8

8.4 8.7

9.0 9.4

9.6

9.8 10.0

10.4

10.5 10.8

10.8

11.0

11.2

11.4

11.5

11.5 11.5

11.7 11.8

11.8

11.9

12.0

12.1 12.1

12.1

12.2

12.3

12.3 12.3

12.4

12.5

12.6 12.6

12.6 12.7

+0.2

+0.7

+11.0

+18.4 +19.1

+3.1

+3.8

+6.0 +6.1

+6.1 +6.2

+6.3

+6.6

+6.9

+7.3 +7.4

+8.4 +9.2

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

N O

R-102 R-101

R-103

X= 558500

X= 557500

X= 559000

00 X= 559500

X= 558000

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

A1A - COASTAL HIGHWAY

APPROXIMATE

TOE OF FILL

TOE OF DUNE

SEAWARD LIMIT

OF DUNE CREST

SEAWARD LIMIT

OF SLOPED BERM

1V :1

0H 1V

:4 0H

1V :4

SEAWARD LIMIT

OF FLAT BERM

CBL

SEE NOTE 1

ECL

LANDWARD LIMIT OF FILL

1000' TAPER

(FLAT BERM AND SLOPED BERM TAPER)

100' DUNE

TAPER

2- M ar -2

-C

-2 3-

C N

D W

N . D

R . P

W . R

O S

. 1

C-01

BEACH FILL PLAN

100' 200'0

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

1. GUANA RIVER MARSH AQUATIC PRESERVE IS LOCATED

APPROXIMATELY 2,300 FT NORTH OF THE NORTHERN

PROJECT LIMIT. F.A.C. 62-302.700(9)(H), AS MODIFIED,

DESIGNATES THIS WATERBODY AS OUTSTANDING FLORIDA

WATERS (OFW). ASSOCIATED RULES ESTABLISHED BY

THE FDEP WITHIN AN OFW SHALL BE ADHERED TO.

N.T.S.

ATLANTIC

OCEAN

ST. JOHNS

COUNTY

C-01

C-02

C-03

C-04

C-05

C-06

C-07

C-08

KEY MAP

T C

N E

S H

E E

T C

-0

S T

A . 1

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

A1A - COASTAL HIGHWAY

1V :4

1V :1

SEAWARD LIMIT

OF FLAT BERMSEAWARD LIMIT

OF SLOPED BERM

TOE OF

DUNE

APPROXIMATE

TOE OF FILL

S B

EACH D

D C

SEAWARD LIMIT

OF DUNE CREST

CBL

ECL

LANDWARD LIMIT OF FILL

R-104 R-105 R-106

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

X= 558000

X= 558500

X= 559000

X= 559500

1V :4

5'0.2

0.6 1.5

1.8 2.0 2.3

2.4

2.7

3.0 3.13.6

3.7 3.8

4.2

4.4

4.7 4.8

5.3

5.5 6.1

6.3

6.7

7.1

7.17.7 8.3

8.4

8.8 9.2

9.3

9.6 9.8

10.1

10.2 10.2 10.5

10.5

10.7

10.9 11.0

11.011.1

11.1 11.2

11.3

11.4

11.5

11.6

11.8

11.9 11.9

11.9

12.0

12.0 12.0

12.0

12.0 12.0

12.1

12.2

12.3

12.3 12.3

12.3

12.4 12.4

12.6

12.7 12.8

+0.0 +0.2 +1.7

+14.1

+15.2 +19.1

+19.2

+2.2 +2.4

+20.4

+21.8 +24.7

+3.3

+3.9 +4.1

+4.6

+4.7 +4.8

+4.8+5.3 +5.9

+6.1 +6.4

+6.4

+6.4 +6.6

+6.7

+6.9

+7.0

+7.2

+7.6 +9.2

+9.2

2- M ar -2

-C

-2 3-

C N

D W

N . D

R . P

W . R

O S

. 1

C-02

100' 200'0

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

N.T.S.

ATLANTIC

OCEAN

ST. JOHNS

COUNTY

C-01

C-02

C-03

C-04

C-05

C-06

C-07

T C

N E

S H

E E

T C

-0

S T

A . 1

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

R-107 R-108

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

1V :4

1V :1

SEAWARD LIMIT

OF FLAT BERM

SEAWARD LIMIT

OF SLOPED BERM

TOE OF

DUNE

APPROXIMATE

TOE OF FILL

A1A - COASTAL HIGHWAY

3R D

S T

5T H

S T

SEAWARD LIMIT

OF DUNE CREST

CBL

ECL

LANDWARD LIMIT OF FILL

X= 559500

X= 560000

X= 559000

TAPER TO

EXISTING

0.3 0.7 0.8

0.81.0

1.3

1.4

1.8

1.9 2.5

2.6

3.2

3.5

3.6 4.0

4.2 4.9

4.9

5.6

5.7

6.1

6.4

6.9

7.0

8.1

8.3 9.2

9.3

9.9

10.1 10.6

10.7

10.9

11.2

11.3

11.5

11.6

11.7

11.711.9

12.0

12.3 12.8 13.3

13.5

13.8

13.8 13.9

14.1

14.2

14.3

14.4

14.6

+0.4 +1.0

+1.2

+10.6 +10.9 +18.8 +19.4

+19.7

+2.3 +3.5 +3.9 +4.9 +5.6 +6.8 +7.6 +8.51V

:4 H

SEE

NOTE 1

0TAPER TO

EXISTING

2- M ar -2

-C

-2 3-

C N

D W

N . D

R . P

W . R

O S

. 1

C-03

100' 200'0

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

1. NO EASEMENT. NO EQUIPMENT TO TRAVERSE OR BE PLACED LANDWARD OF

THE LLOF.

N.T.S.

ATLANTIC

OCEAN

ST. JOHNS

COUNTY

C-01

C-02

C-03

C-04

C-05

C-06

C-07

T C

N E

S H

E E

T C

-0

S T

A . 1

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

R-109 R-110 R-111

X= 559500

X= 560000

X= 560500

X= 561000

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

CONSTRUCTION

ACCESS AREA

(SEE NOTES 1 AND 2)

1V :4

0H 1V

:1 0H

SEAWARD LIMIT

OF FLAT BERM

SEAWARD LIMIT

OF SLOPED BERM

TOE OF

DUNE

APPROXIMATE

TOE OF FILL

A1A - COASTAL HIGHWAY

SEAWARD LIMIT

OF DUNE CRESTEU

LID

AVE

12TH

13TH

14TH

15TH

16TH

CBL

ECL

LANDWARD LIMIT OF FILL

1V :1

ATIN

G C

B R

1V :3

1V :4

THE REEF

RESTAURANT

CONSTRUCTION

STAGING AREA

CONSTRUCTION

STAGING AREA

0.2 0.3

0.9

0.9 0.9

1.5 1.8

2.0

2.0 2.1

2.2 2.3

2.3

2.32.4

2.5

2.6

2.6 2.7

2.7 2.93.0

3.1

3.2 3.2

3.3

3.3 3.5 3.6

3.7 3.9

4.0

4.1

4.4 4.5

4.7 4.84.9

5.1 5.2 5.25.55.6

5.76.1 6.1 6.56.97.0 7.58.08.2

8.68.9 8.9 9.29.6 9.8

9.9

10.4 10.6

10.611.011.2 11.511.9

11.9

12.2 12.2

12.3 12.3

12.5

12.5 12.612.8

12.8

13.0

13.113.2

13.2 13.3

13.4

13.5

13.5 13.5

13.6

13.6 13.6

13.7

13.7 13.7

13.7

13.8 13.8

14.1 14.1

14.2

14.2 14.3 14.5 14.5

+0.3 +0.7+0.9+1.5

+1.7

+13.6

+16.5

+18.6

+19.1

+2.1

+2.8

+20.4 +24.9

+26.4

+3.6

+3.8

+4.3

+4.9

+5.3 +5.4

+5.6

+6.4

+6.6

+6.9

+7.3 +7.7

2- M ar -2

-C

-2 3-

C N

D W

N . D

R . P

W . R

O S

. 1

C-04

100' 200'0

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

1. GRADING MAY BE REQUIRED TO SLOPE FROM PARKING LOT TO BEACH. NO

STAGING EQUIPMENT IN THE PARKING LOT. LOADING/UNLOADING TO THE BEACH

ALLOWED.

2. EXISTING GATE WITH LOCK. COORDINATE WITH ST. JOHNS COUNTY BEACH

SERVICES FOR ACCESS.

N.T.S.

ATLANTIC

OCEAN

ST. JOHNS

COUNTY

C-01

C-02

C-03

C-04

C-05

C-06

C-07

T C

N E

S H

E E

T C

-0

S T

A . 1

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

+0 0R-112 R-113

X= 560500

X= 560000

X= 561000

X= 561500

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

1V :4

0H 1V

:1 0H

SEAWARD LIMIT

OF FLAT BERMSEAWARD LIMIT

OF SLOPED BERM

TOE OF

DUNE

APPROXIMATE

TOE OF FILL

SEAWARD LIMIT

OF DUNE CREST

A1A - COASTAL HIGHWAY

24TH

23R D

22N D

21ST ST

20TH

ATIN

G C

B R

19TH

NORTH

BEACH

PARK

CBL

ECL

LANDWARD LIMIT OF FILL

1V :4

ENVIRONMENTALLY

SENSITIVE AREA 1

X = 560,902.95 Y = 2,039,270.27

RADIUS = 190'

(SEE NOTE 1)

0.3 0.3

0.7 0.81.1 1.11.5 1.51.9 2.12.2

2.5

2.72.8

2.8

2.9

3.03.1

3.1

3.23.5

3.6 3.7 3.8

3.94.1 4.24.6 4.6 5.0

5.1 5.6

5.66.3 6.67.1 7.1 7.8

7.9 8.5

8.69.1 9.29.7

9.910.3 10.710.9

11.4 11.8 11.9 12.3

12.6 12.8

12.8

12.9

12.9 13.1

13.7 14.3 14.6 14.9 15.2 15.5

15.7

16.0

16.0 16.0

+0.2 +0.2

+0.8 +0.8

+1.4 +1.4

+10.0+13.9 +15.3

+16.9

+17.1 +18.8

+19.1

+2.4+2.5

+22.5

+3.7+3.8 +4.8 +5.0

+5.2 +7.0

2- M ar -2

-C

-2 3-

C N

D W

N . D

R . P

W . R

O S

. 1

C-05

100' 200'0

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

1. NO SPUDDING, ANCHORING, PIPELINE LANDING, EXCAVATING OF EXISTING

BEACH, OR EQUIPMENT STAGING PERMITTED WITHIN ENVIRONMENTALLY

SENSITIVE AREA 1. HYDRAULIC PLACEMENT OF FILL IS PERMITTED. SEE

SHEET G-03 FOR BUFFER AREA LOCATION AND SIZE.

N.T.S.

ATLANTIC

OCEAN

ST. JOHNS

COUNTY

C-01

C-02

C-03

C-04

C-05

C-06

C-07

0.1 0.6

0.7

0.9

1.2

1.3

1.6

2.0

2.3

2.3 2.5

2.6

2.7 2.9 3.0

3.1

3.3 3.5

3.8

3.8 3.8

3.9 3.9

4.0

4.24.3 4.74.8 5.45.6 6.26.4 7.27.3 8.18.5 8.8 9.3

9.5

9.6 10.1

10.2

10.4

10.8

10.8 11.1

11.3

11.4

11.5

11.6

11.8

11.8 12.1

12.4

12.5

12.6

12.7

12.8

12.9

13.1 13.3 13.4

13.5

+0.0 +0.5

+0.8 +1.3

+11.0+14.0

+2.0 +2.4

+3.4 +3.4 +4.4

+5.1 +5.1+5.9 +6.0+6.2

+7.2 +8.1

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

M A

T C

N E

S H

E E

T C

-0

S T

A . 1

R-114 R-115

X= 561000

X= 561500

X= 562000

X= 563000

M SEE

NOTE 1

SEE

NOTE 1

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

1V :4

1V :1

0H 1V

:4 H

1V :4

0H 1V

:1 0H

1V :4

SEAWARD LIMIT

OF FLAT BERMSEAWARD LIMIT

OF SLOPED BERM

TOE OF

DUNE

A1A - COASTAL HIGHWAY

SEAWARD LIMIT

OF DUNE CREST

A R

FLAT BERM WIDTH TRANSITION

FROM 85' TO 65'

APPROXIMATE

TOE OF FILL

CBL

ECL

LANDWARD LIMIT OF FILL

DUNE ELEVATION TRANSITION

FROM +18' TO +15'

MUSSALEM BEACHFRONT PARK

(SEE NOTE 2)

ENVIRONMENTALLY

SENSITIVE AREA 1

X = 562,451.67 Y = 2,035,945.22

RADIUS = 165'

(SEE NOTE 3)

2TAPER TO

EXISTING

2TAPER TO

EXISTING

6TAPER TO

EXISTING

2TAPER TO

EXISTING

2- M ar -2

-C

-2 3-

C N

D W

N . D

R . P

W . R

O S

. 1

C-06

100' 200'0

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N M

O B

, 3

T D

2E P2

C O

O R

M R

P O

R A

C H

U R

. J O

H N

S C

O U

, F

1. NO EASEMENT. NO EQUIPMENT TO TRAVERSE OR BE PLACED LANDWARD OF

THE LLOF.

2. POTENTIAL BEACH ACCESS. CONTRACTOR MAY OBTAIN A PERMIT FROM

FDOT TO ACCESS THE BEACH THROUGH MUSSALEM BEACHFRONT PARK.

SEE SECTION 01 50 02 TEMPORARY CONSTRUCTION FACILITIES.

3. NO SPUDDING, ANCHORING, OR PIPELINE LANDING PERMITTED WITHIN

ENVIRONMENTALLY SENSITIVE AREA. SEE SHEET G-03 FOR BUFFER AREA

LOCATION AND SIZE.

N.T.S.

ATLANTIC

OCEAN

ST. JOHNS

COUNTY

C-01

C-02

C-03

C-04

C-05

C-06

C-07

T C

N E

S H

E E

T C

-0

S T

A . 1

R-116

R-117 R-118

X= 562000

X= 562500

X= 563000

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

1V :4

0H 1V

:1 0H

SEAWARD LIMIT

OF FLAT BERMSEAWARD LIMIT

OF SLOPED BERM

TOE OF

DUNE

APPROXIMATE

TOE OF FILL

1100' TAPER

SEAWARD LIMIT

OF DUNE CREST

A1A - COASTAL HIGHWAY

D N

AVE

CBL

(FLAT BERM AND SLOPED BERM TAPER)

N L

O F

ECL

LANDWARD LIMIT OF FILL

1V :4

M A

T C

N E

S H

E E

T C

-0

0.1

0.2 0.5

0.6

1.0 1.1

1.2

1.4

1.7

1.8 2.1

2.2 2.3 2.3

2.4

2.5 2.5

2.6

2.8

3.0 3.0

3.0

3.1 3.2

3.4 3.4

3.43.5 3.8

4.0 4.0

4.0 4.1

4.1 4.2

4.2 4.5

4.6

4.7 5.0 5.1

5.4

5.5

6.3

6.3 6.3 6.97.1

7.6

7.77.8 8.38.5

8.7

9.1 9.2

9.7 9.7

10.2 10.2 10.6 10.8 11.1 11.1 11.3

11.8 12.4 12.9 13.1 13.5 13.6

13.8

+0.2

+0.3 +0.4 +0.8

+0.9 +1.0

+1.2

+1.8

+1.9

+10.2

+11.2 +14.5

+14.6

+14.7

+15.3+15.6 +16.6

+17.5

+2.8 +3.0

+3.1

+3.9 +4.1

+4.1 +4.7

+5.0

+5.3

+5.5…

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