4-Exhibit A - Long Key Living Shoreline Design Drawings.pdf

PDF 6 MB Posted

Attached to
Long Key Living Shoreline Restoration Project
Solicitation number
RFP-608
Issued by
Monroe County, Florida

About this file

This document is a set of engineering and construction planning sheets for the Monroe County Long Key Living Shoreline Restoration Project, prepared by WSP USA, Inc. for Monroe County, Florida. The project aims to bolster the resilience of a critical waste transfer station located in Long Key by implementing a comprehensive shoreline restoration strategy. The project includes native plantings along the shoreline, mangrove restoration, and the installation of wave attenuation devices across approximately 1.62 acres (70,352 sq ft). The restoration plan is designed to address vulnerabilities related to sea level rise, storm surge, and king tide events, with a focus on protecting existing infrastructure.

The proposed restoration approach involves strategic placement of approximately 460 wave attenuation devices in two parallel rows, spaced to accommodate manatee movement, along with low-profile native plantings and red mangrove plantings. The project will utilize specific native plant species across different zones, including Little Grass, Saltwort, Sea Lavender, and various mangrove species. The design takes into account future sea level rise projections for 2070 and includes erosion and sediment control measures. The project will be executed with minimal impact to existing wetlands, with only 2,891 sq ft of impact area between the Mean High Water line and wetland line, and no direct impact to existing mangroves. All work is planned to be conducted from the upland side to minimize resource disruption.

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REV. #SHEET NUMBER:

APPROVED BY:

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

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M

IT

TI

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G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

DESIGN, PERMITTING, AND CONSTRUCTION OF

LONG KEY LIVING SHORELINE RESTORATION

LONG KEY, MONROE COUNTY, FLORIDA

ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE

BEEN CHANGED IN SIZE BY REPRODUCTION. THIS MUST BE

CONSIDERED WHEN OBTAINING SCALED DATA.

GOVERNING SPECIFICATIONS:

THE PROJECT DEVELOPMENT CODE;

PART 1 AND 2 MONROE COUNTY PUBLIC WORKS MANUAL DATED

SEPTEMBER 1983;

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) DESIGN

STANDARDS 2010;

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP);

SOUTH FLORIDA WATER MANAGEMENT DISTRICT (SFWMD);

UNITED STATES ARMY CORPS OF ENGINEERS (USACE);

IN THE EVENT OF A CONFLICT, THE MOST RESTRICTIVE APPLIES.

MAYOR

JIM SCHOLL

MAYOR PRO TEM

MICHELLE LINCOLN

COUNTY COMMISSIONER

DISTRICT 1: CRAIG CATES

DISTRICT 4: DAVID RICE

DISTRICT 5: HOLLY MERRILL RASCHEIN

COUNTY ADMINISTRATOR

CHRISTINE HURLEY

CHIEF RESILIENCE OFFICER

RHONDA HAAG

PLANS PREPARED FOR:

MONROE COUNTY

SUSTAINABILITY DEPARTMENT

102050 OVERSEAS HWY, KEY LARGO, FL 33037

PHONE: 305-453-8774

PLANS PREPARED BY:

WSP USA, INC.

16250 NW 59TH AVE., SUITE 206

MIAMI LAKES, FLORIDA 33014

TEL: (305) 826-5588

E-MAIL: GREG.CORNING@WSP.COM

ENGINEER OF RECORD: GREGORY CORNING (FL PE 79293)

PROJECT LOCATION

SUNSHINE STATE ONE CALL OF FLORIDA

CALL BEFORE YOU DIG

1-800-432-4770

VICINITY MAP

1. CALL 1-800-432-4770 TWO FULL BUSINESS DAYS (BUT NOT MORE THAN FIVE) BEFORE DIGGING TO FIND OUT WHERE BURIED FACILITIES (ELECTRIC, GAS, TELECOMMUNICATIONS, CABLE WATER, SEWER) ARE LOCATED.

2. WAIT THE REQUIRED TIME FOR THE UTILITIES ON SITE TO BE LOCATED AND MARKED WITH

COLOR-CODED PAINT, FLAGS OR STAKES AND CONFIRM THAT THE SITE HAS BEEN LOCATED.

3. RESPECT AND PROTECT THE MARKS DURING THE PROJECT, IF MARKS ARE DESTROYED, REQUEST

A NEW LOCATE TICKET.

4. DIG SAFELY, USING EXTREME CAUTION WHEN DIGGING WITHIN 24 INCHES ON EITHER SIDE OF THE

MARKS TO AVOID HITTING THE BURIED UTILITY LINES.

N

S

W E

Feet 0 250 500

PROJECT

AREA

Know what's below.

before you dig.Call

R

COVER

G-001

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

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E R

M

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TI

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G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

GENERAL NOTES

G-002

E. EXISTING INFRASTRUCTURE

1. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING EXISTING INFRASTRUCTURE THAT IS

IMPACTED DURING CONSTRUCTION TO MATCH EXISTING CONDITIONS.

F. EXISTING UTILITIES

1. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ALL PERTINENT UTILITY COMPANIES 48

HOURS PRIOR TO CONSTRUCTION FOR LOCATION OF UNDERGROUND UTILITY LINES.

2. IN THE EVENT THE UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL RESTORE TO MATCH

EXISTING CONDITIONS AND NOTIFY THE PERTINENT UTILITY COMPANY IMMEDIATELY.

NOTES:

A. GENERAL

1. PROJECT OWNER'S NAME AND ADDRESS:

MONROE COUNTY

1100 SIMONTON ST

STE 205

KEY WEST, FL 33040

PARCEL ID#S:

00098460-000000 00098710-000000

B. CONSTRUCTION NOTES

1. PROJECT LOCATION: LAT: 24° 49' 16.05" N LONG: 80° 49' 21.66" W

2. DESCRIPTION: THE SITE CONTAINS CRITICAL WASTE MANAGEMENT INFRASTRUCTURE TO THE

KEYS. THE SITE IS HOME TO A WASTE TRANSFER STATION LOCATED IN LONG KEY, FL. THIS

SITE WAS IDENTIFIED AS PART OF A VULNERABILITY ASSESSMENT AS BEING AT RISK OF

IMPACTS RESULTING FROM SEA LEVEL RISE, STORM SURGE, AND KING TIDE EVENTS. THIS

PROJECT PROPOSES BOLSTERING THE RESILIENCY OF THE SITE BY IMPLEMENTING NATIVE

PLANTINGS ALONG THE SHORELINE, MANGROVE PLANTINGS, AND INSTALLATION OF WAVE

ATTENUATION DEVICES.

3. CONSTRUCTION AND DEMOLITION DEBRIS SHOULD BE REMOVED FROM THE SITE AND

DISPOSED ACCORDING TO FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

CHAPTER62-701.

4. AREA ESTIMATES: PROJECT BOUNDARY = 1.62 ACRES; 70,352 SQ FT.

5. MONROE COUNTY AND THE CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING TO

DISCUSS THE COMPLEXITY AND POTENTIAL PUBLIC CONCERNS WITH THE PROJECT.

6. COORDINATES AND ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN

DATUM OF 1983, 2011 ADJUSTMENT, PROJECTED IN THE FLORIDA STATE PLANE COORDINATE

SYSTEM, FLORIDA EAST ZONE 901, US SURVEY FEET, AND; THE NORTH AMERICAN VERTICAL

DATUM OF 1988 (NAVD 88) BASED ON GLOBAL POSITIONING SYSTEM (GPS) MEASUREMENTS TO

THE NATIONAL GEODETIC SURVEY (NGS) CONTROL MONUMENTS LISTED BELOW.

6.1.

DESIGNATION - TMJ1 DESIGNATION - 90 11 68 6

PID - AC4852 PID - DR3383

NORTHING: 251,257.33 NORTHING: 179734.90' (VALUE DERIVED BY THIS FIRM)

EASTING: 818,404.14 EASTING: 718701.58' (VALUE DERIVED BY THIS FIRM)

ELEVATION: 5.52' ELEVATION: 2.24' (PUBLISHED)

DESCRIPTION: BRASS SURVEY DISK SET IN CONCRETE

MONUMENT STAMPED "BM GPS SR5 90 11 68.6"

C. SURVEY DATA

1. FIELD ACQUISITION OF SURVEY DATA WAS COMPLETED 02/13/2024, AS DOCUMENTED IN WSP

FIELD BOOK 1466. COORDINATES & ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE

NORTH AMERICAN DATUM OF 1983, 2011 ADJUSTMENT, PROJECTED IN THE FLORIDA STATE

PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE 901, US SURVEY FEET, &; THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) BASED ON GLOBAL POSITIONING SYSTEM

(GPS) MEASUREMENTS TO THE NATIONAL GEODETIC SURVEY (NGS) CONTINUOUSLY

OPERATING REFERENCE STATIONS (CORS) NETWORK.

2. DIGITAL ELEVATION MODEL DATA SOURCED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC

ADMINISTRATION (NOAA) WAS USED TO SUPPLEMENT THE FIELD SURVEY.

3. TIDAL ELEVATIONS ARE SOURCED FROM NOAA TIDES & CURRENTS FOR CONTROL STATION

8724580 KEY WEST, FL. DATA WAS PULLED DECEMBER 2024 AND IS REPORTED IN NAVD88

DATUM.

4. FLORIDA KEYS NATIONAL MARINE SANCTUARY BOUNDARY IS SOURCED FROM NOAA NATIONAL

MARINE SANCTUARIES PROGRAM. DATA WAS PULLED DECEMBER 2024.

5. WETLAND DATA IS SOURCED FROM THE U.S. FISH & WILDLIFE SERVICES NATIONAL WETLANDS

INVENTORY. DATA WAS PULLED DECEMBER 2024.

D. TEMPORARY EROSION AND SEDIMENT CONTROL

1. CONTRACTOR SHALL INSTALL PRIOR TO AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT

CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER

SEDIMENT CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATIONS.

2. ALL SILT FENCE AND TURBIDITY BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING

CLEARING. NO GRADING SHALL BE DONE UNTIL SILT FENCE AND TURBIDITY BARRIERS ARE

INSTALLED.

3. SILT FENCE AND TURBIDITY BARRIERS ARE TO BE PLACED AS SHOWN AND/OR DIRECTED BY

ENGINEER.

4. EROSION CONTROL MEASURES WILL BE INSPECTED AT LEAST DAILY, AFTER EACH RAIN AND

REPAIRED BY THE GENERAL CONTRACTOR. CLEAN OUT OF SEDIMENT CONTROL STRUCTURES

WILL BE PERFORMED BY THE CONTRACTOR WHEN SEDIMENT HAS ACCUMULATED TO

ONE-THIRD (1/3) OF THE HEIGHT OF THE INDIVIDUAL STRUCTURE FOR TEMPORARY SEDIMENT

BASINS & RETROFITTED DETENTION PONDS, ONE-HALF (1/2) FULL FOR SILT FENCE, TURBIDITY

BARRIERS, CHECK DAMS, ROCK FILTER DAMS, AND INLET SEDIMENT TRAPS.

5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING SEDIMENT AND EROSION CONTROL

MEASURES TO PROVIDE OPTIMUM SEDIMENT AND EROSION CONTROL. SEDIMENT AND

EROSION CONTROL MEASURES SHALL COMPLY WITH STATE OF FLORIDA EROSION AND

SEDIMENT CONTROL MANUAL, DATED JULY 2013.

6. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED

NECESSARY BY ON-SITE INSPECTION OF MONROE COUNTY DESIGNATED REPRESENTATIVE.

7. THE CONTRACTOR SHALL PROTECT ANY EXISTING DITCHES, WETLAND VEGETATION, STORM

DRAIN PIPES, AND INLETS IN THE VICINITY OF WORK TO BE PERFORMED FROM DAMAGE OR

SILTATION, WHETHER OR NOT SPECIFICALLY IDENTIFIED IN THE PLANS.

8. EROSION CONTROL MEASURES DESCRIBED SHALL BE MAINTAINED UNTIL GRASS ON PLANTED

SLOPES IS SUFFICIENTLY ESTABLISHED TO BE AN EFFECTIVE EROSION DETERRENT.

9. CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT

TRACKING OR FLOW OF MUD INTO PUBLIC STREETS. IF TRACKING OR FLOW OF MUD OCCURS,

CONTRACTOR SHALL CONSTRUCT A SOIL TRACKING PREVENTION DEVICE IN ACCORDANCE

WITH FDOT DESIGN STANDARD 2010, INDEX NO. 108.

10. TEMPORARY PROTECTION DEVICES MUST BE MAINTAINED UNTIL PROJECT COMPLETION OR

VEGETATION MEASURES ARE ESTABLISHED.

12 REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON

ESTABLISHMENT OF PERMANENT VEGETATION OR PROJECT COMPLETION.

13. SILT FENCE AND TURBIDITY BARRIERS SHALL MEET THE REQUIREMENTS OF FDOT DESIGN

STANDARDS FY 2024-25, SECTION 104.

14. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONTROL OF EROSION WITHIN THE WORK

SITE AND PREVENTION OF SEDIMENTATION OF ANY ADJACENT OR DOWNSTREAM

WATERWAYS. THE EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN ON THE

PLANS ARE THE MINIMUM REQUIREMENTS. THE CONTRACTOR'S METHODS OF OPERATION MAY

DICTATE ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING AND INSTALLING ADDITIONAL

MEASURES.

15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 20 DAYS SHALL BE

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

16. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION

OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR

TREAT THE SEDIMENT SOURCE.

17. NOTIFY APPROPRIATE MONROE COUNTY REPRESENTATIVE 72 HOURS PRIOR TO

COMMENCEMENT OF CONSTRUCTION.

18. THE CONTRACTOR SHALL BE SOLE RESPONSIBLE FOR ENSURING ALL PERMIT

REQUIREMENTS FOR TURBIDITY ARE MET. THE TURBIDITY LEVELS OUTSIDE THE PROJECT

SHALL NOT EXCEED 0 NTU'S ABOVE BACKGROUND OR AS DICTATED BY THE PERMITS. THE

TURBIDITY MONITORING WILL BE PERFORMED BY MANATEE COUNTY REPRESENTATIVE AND

SHALL BE LOGGED DURING IN WATER WORK.

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

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02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

OVERVIEW -

EXISTING

CONDITIONS

C-101

LEGEND

MEAN HIGH WATER

MEAN LOW WATER

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MANGROVES

WETLANDS

PROJECT LIMITS

HIGH TIDE LINE

LONG KEY

LANDFILL GRAVEL

ROAD

PROJECT AREA

70,352 SQ FT

(1.62 ACRES)

OVERSEAS HWY

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

EXISTING

CONDITIONS - 1

C-102

LEGEND

MEAN HIGH WATER

MEAN LOW WATER

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MANGROVES

WETLANDS

PROJECT LIMITS

HIGH TIDE LINE

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

EXISTING

CONDITIONS - 2

C-103

LEGEND

MEAN HIGH WATER

MEAN LOW WATER

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MANGROVES

WETLANDS

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

EXISTING

CONDITIONS - 3

C-104

LEGEND

MEAN HIGH WATER

MEAN LOW WATER

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MANGROVES

WETLANDS

1+

.0

2+

.00

3+

.0

4+

.0

5+

.0

6+

.0

7+

.0

8+

.0

9+

.0

+0

0.

+0

0.

+0

0.

+0

0.

0+00

1+00

2+00

3+00

4+00 5+00

6+00 7+00

8+00 9+00

10+00

11+00

12+00

13+00 13+24

00 50' 100'

REV. #SHEET NUMBER:

APPROVED BY:

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

LEGEND

MEAN HIGH WATER

MEAN LOW WATER

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MANGROVES

WETLANDS

PROJECT LIMITS

HIGH TIDE LINE

PROPOSED PLAN

C-201

RED MANGROVE

PLANTINGS AREA

LOW-PROFILE NATIVE

PLANTINGS AREA

WAVE ATTENUATION DEVICE

APPROXIMATE LOCATION

3.5' WAVE ATTENUATION DEVICES OR EQUIVALENT

PLACED IN 2 ROWS PARALLEL TO SHORELINE

5' SPACING EVERY 75' FOR MANATEES

(APPROXIMATELY 460 UNITS)

SEE SHEET C-502 FOR DETAILS

CONTRACTOR TO RESTORE

GRAVEL ROAD AS NEEDED (TYP)

LONG KEY LANDFILL

OVERSEAS HWY

GRAVEL

ROAD

NOTE:

ALL WORK SHALL BE DONE VIA

THE UPLAND TO AVOID IMPACTS

TO RESOURCES WITH BARGES.

TEMPORARY

STAGING AREA TEMPORARY

STAGING AREA

CONTRACTOR SHALL REGRADE THE SLOPES FOR

PLANTING AND WAVE ATTENUATION DEVICES WITH

NO NET ADDITIONAL OR REMOVAL OF MATERIAL.

SEE SHEETS C-202 AND C-203

FOR ADDITIONAL DETAILS

EXISTING CONDITIONS TABLE

DESCRIPTION TOTAL SQ. FT

WETLAND AREA IMPACT AREA BETWEEN MHW LINE AND

WETLAND LINE 2891

MANGROVE IMPACT AREA AREA MANGROVES PROPOSED TO BE

IMPACTED 0

WETLAND AREA IMPACT ZONE AREA OF WETLANDS PROPOSED FOR

PLANTINGS/RESTORATION 3126

UPLAND AREA IMPACT ZONE AREA BELOW THE MHW LINE PROPOSED

FOR IMPACTS 0

C/L

STA 1+00.00

-4

-2

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 2+00.00

-4

-2

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 3+00.00

-6

-4

-2

-6

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 4+00.00

-6

-4

-2

-6

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 5+00.00

-6

-4

-2

-6

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 6+00.00

-4

-2

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 7+00.00

-2

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 8+00.00

-4

-2

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 9+00.00

-6

-4

-2

-6

-4

-2

0 25 50 75 1000-25-50-75-100

REV. #SHEET NUMBER:

APPROVED BY:

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

CROSS

SECTIONS - 1

C-202

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

Approx. WAD location

LOW-PROFILE NATIVE

PLANTINGS AREA RED

MANGROVE

PLANTINGS

AREA

RED

MANGROVE

PLANTINGS

AREA

RED

MANGROVE

PLANTINGS

AREA

SWALE

GRAVEL

ROAD

SWALE

GRAVEL

ROAD

SLR PROJECTION

(2070)

GRAVEL ROAD

SWALE

SLR PROJECTION

(2070)

GRAVEL ROADSWALE

SLR PROJECTION

(2070)

GRAVEL ROAD

SWALE

SLR PROJECTION

(2070)

GRAVEL ROAD

SWALE

SLR PROJECTION

(2070)

GRAVEL ROAD

SWALE

SLR

PROJECTION

(2070)

GRAVEL ROAD

SWALE

SLR PROJECTION

(2070)

SLR PROJECTION

(2070)

SLR PROJECTION

(2070)

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

C/L

STA 10+00.00

-6

-4

-2

-6

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 11+00.00

-6

-4

-2

-6

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 13+00.00

-6

-4

-2

-6

-4

-2

0 25 50 75 1000-25-50-75-100

C/L

STA 12+00.00

-6

-4

-2

-6

-4

-2

0 25 50 75 1000-25-50-75-100

REV. #SHEET NUMBER:

APPROVED BY:

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

C-203

CROSS

SECTIONS - 2

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

MLW

Elev. = -1.18

MHW

Elev. = -0.47

Approx. WAD location

Approx. WAD location

RED

MANGROVE

PLANTINGS

AREA

SLR PROJECTION

(2070)

SLR PROJECTION

(2070)

GRAVEL ROAD

SWALE

SLR PROJECTION

(2070)

GRAVEL ROAD

SWALE SLR PROJECTION

(2070)

GRAVEL ROAD

SWALE

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

HTL

Elev. = -0.36

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

LEGEND

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROJECT LIMITS

PLANTING PLAN

C-301

RED MANGROVE

PLANTINGS AREA

LOW-PROFILE NATIVE

PLANTINGS AREA

WAVE ATTENUATION DEVICE

APPROXIMATE LOCATION

WELL ESTABLISHED

NATIVE WETLAND SPECIES

TO BE PROTECTED

EXISTING MANGROVES

WETLANDS

1+

.0

2+

.00

3+

.0

4+

.0

5+

.0

6+

.0

7+

.0

8+

.0

9+

.0

+0

0.

+0

0.

+0

0.

+0

0.

0+00

1+00

2+00

3+00

4+00 5+00

6+00 7+00

8+00 9+00

10+00

11+00

12+00

13+00 13+24

00 50' 100'

REV. #SHEET NUMBER:

APPROVED BY:

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

LEGEND

MEAN HIGH WATER

MEAN LOW WATER

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MANGROVES

WETLANDS

PROJECT LIMITS

HIGH TIDE LINE

EROSION &

SEDIMENT

CONTROL PLAN

C-401

RED MANGROVE

PLANTINGS AREA

LOW-PROFILE NATIVE

PLANTINGS AREA

WAVE ATTENUATION DEVICE

APPROXIMATE LOCATION

LONG KEY LANDFILL

NOTE:

RESTABILIZE PLANTINGS WITH

APPROPRIATE RIP RAP.

SILT FENCE

TURBIDITY BARRIER

LAND SIDE

SEA SIDE

MHW

MLW

RED MANGROVE

TYPICAL CROSS-SECTION:

SHORELINE WITH NEW PLANTINGS

AND WAVE ATTENUATION DEVICES

TYPICAL CROSS-SECTION:

PARTIAL SHORELINE WITH MANGROVE

FRINGE IN SPARSE AREAS AND WAVE

ATTENUATION DEVICES

WAVE

ATTENUATION

DEVICES

EXISTING ROAD

SEA SIDE

MHW

MLW

LOW-PROFILE

NATIVE PLANTINGS

WAVE

ATTENUATION

DEVICES

EXISTING LOW-PROFILE

SHRUBS

LAND SIDE

SWALE

EXISTING ROAD

SWALE

REV. #SHEET NUMBER:

APPROVED BY:

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

TYPICAL CROSS

SECTION

DETAILS

C-501

DESIGNED BY:

DATE:

DRAWN BY:

CHECKED BY:

PROJECT:

SHEET OF SHEETS

WSP PROJECT NO:

APPROVEDDATENO.

REVISIONS

BY

SHEET TITLE:

KEY WEST, FLORIDA

MONROE COUNTY

LONG KEY LIVING

SHORELINE

RESTORATION

PROJECT

600837X6

G. CORNING

XX

10/16/2025

F. DELORRIO

G. CORNING

CLIENT:

1100 SIMONTON STREET

KEY WEST, FL 33040

MONROE COUNTY

USA, INC.

16250 NW 59TH AVENUE, SUITE 206

MIAMI LAKES, FL 33014

PHONE: 1.305.826.5588

WWW.WSP.COM

GREGORY W. CORNING, P.E.

FLORIDA PE LICENSE NO. 79293

00 12/24 AH GC

F O

R P

E R

M

IT

TI

N

G 01 07/02 FD GC

02 07/29 FD GC

03 09/23 FD GC

04 10/16 FD GC

DETAILS

C-502

FLOATING TURBIDITY BARRIERS

TYPE III SILT FENCE

SOIL TRACKING PREVENTION DEVICE

Sheets and Views
01-Cover-COVER SHEET
02-GenNotes-GEN NOTES - 1
03-ExistingWetlands-ExistingCond
03-SurveyExisting-EX-SURVEY1
03-SurveyExisting-EX-SURVEY2
03-SurveyExisting-EX-SURVEY 3
05-Sections_Key-CrossSectionsKey
06-Sections-Sections1
06-Sections-Sections2
07-Plantings-PlantingPlan
05-Sections_Key-Erosion & Sediment Control Plan
09-Typical Details-Concepts
08-Details-DETAILS - 1

File details come from the government source that posted it. Updated .