26-8701_-_Exhibit_M:_2026_Naples_Beach_Renourishment_Construction_Plans_S&S_.pdf

PDF 10 MB Posted Aug 10, 2026

Attached to: Naples Beach Renourishment
Solicitation number: 26-8701
Issued by: Collier County, Florida

About this file

Written by GovTribe AI · Aug 14, 2026

This document comprises construction plans for the 2026 Naples Beach Renourishment Project in Collier County, Florida, prepared by Aptim Environmental & Infrastructure, LLC. The project involves the placement of sand fill along Naples Beach to restore and renourish the shoreline, with construction extending across multiple stations (R-58 through R-79) along approximately 4.5 miles of beach. The sealed bid solicitation (Bid No. 26-8701) was advertised on August 14, 2026, with bids due by September 4, 2026, at 3:00 p.m. local time. A non-mandatory pre-bid meeting was scheduled for August 25, 2026, at 9:00 a.m. at the Collier County Procurement Services Division. The construction plans include detailed fill placement specifications, cross-sectional profiles showing sand placement elevations (upper berm crest at 4.3 feet NAVD88 and lower berm crest at 3.0 feet NAVD88), baseline stationing coordinates based on Florida State Plane Coordinate System (NAD83), and erosion control measures. All sand placement is required to remain within permitted design templates with a tolerance of ±0.5 feet, with final fill distribution to be refined based on pre-placement surveys conducted in January 2026.

The project incorporates multiple structural features including rock groins, outfall pipes, armor stone jetties, and timber groins distributed along the project area from Park Shore through Port Royal. Construction is oriented along two primary azimuths (270 degrees and 260 degrees) with 5:1 slope ratios for sand placement. The plans reference existing infrastructure such as the Naples City Pier, Edgewater Beach Hotel, Naples Beach Club (A Four Seasons Resort), and Lowdermilk Park as construction reference points. Survey control monuments are established with specific NAD83/NAVD88 coordinates, and the contractor is responsible for verifying all control prior to construction. The project design is based on aerial photography dated 2025 and surveys from January 2026, with hardbottom delineation conducted via sidescan sonar (2009) and diver surveys (2018 and 2026). Prospective bidders were required to register through the Collier County procurement portal at https://procurement.opengov.com/portal/collier-county-fl to obtain complete bid documents.

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Other files

File	Type	Posted
26-8701_FEMA_FDEP_FPP_8.26.pdf	PDF	Aug 10, 2026
26-8701_-_Exhibit_J:_2026_Naples_Beach_Renourishment_Specifications_S&S.pdf	PDF	Aug 10, 2026
26-8701_Supplemental_Requirement_of_Bidders.pdf	PDF	Aug 10, 2026
Construction_Services_Agreement_2025_Template_ver_3_with_Exhibits.pdf	PDF	Aug 10, 2026
PO_Terms_and_Conditions_Rev.3.pdf	PDF	Aug 10, 2026
26-8701_-_Exhibit_N_-_EHS_Contractor_Requirements_Master_2021_rev.pdf	PDF	Aug 10, 2026
26-8701_Bid_Schedule.xlsx	XLSX spreadsheet	Aug 10, 2026
26-8701_-_Solicitation.pdf	PDF	Aug 10, 2026
Construction_Bid_Instructions_Version_1.pdf	PDF	Aug 10, 2026
26-8701_-_Authorization_to_Advertise.pdf	PDF	Aug 10, 2026

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0 3000 6000

GRAPHIC SCALE IN FT

NAPLES

PARK SHORE

SR 896

SR 886

SR 84

WIGGINS PASS

GORDON PASS

CLAM PASS

DOCTORS PASS

GULF OF AMERICA

(F.K.A. GULF OF MEXICO)

PELICAN BAY

DELNOR-WIGGINS

STATE PARK

KEEWAYDIN

ISLAND

BAREFOOT

BEACHR10

R20

R30

R40

R70

R80

R90

VANDERBILT

BEACH

PORT

ROYAL

R60

C T

A R

2026 NAPLES BEACH RENOURISHMENT:

CONSTRUCTION PLANS

SHEET INDEX

COVER SHEET

CONTROL DATA SHEET

FILL PLACEMENT PLAN VIEWS

FILL CROSS SECTIONS

LEGEND

FDEP MONUMENT AND ID

EROSION CONTROL LINE

2026 MEAN HIGH WATER LINE

PROJECT BASELINE

BASELINE STATIONING

STRUCTURE

PUBLIC ACCESS

CONSTRUCTION ACCESS

R-73

GENERAL NOTES:

COLLIER COUNTY, FLORIDA

1. COORDINATES ARE IN FEET BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM, EAST ZONE, NORTH AMERICAN

DATUM 1983, (NAD83).

2. ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

3. DATE OF AERIAL PHOTOGRAPHY: 2025.

4. 2009 HARDBOTTOM DELINEATED BY SIDESCAN SONAR.

5. 2018 and 2026 HARDBOTTOM EDGE DIVER DELINEATED.

6. THE ECL WAS BASED ON A FEBRUARY 1995 AND 2004 SURVEY.

7. THE CROSS-SECTIONS REPRESENT THE DESIGN BASED ON THE JANUARY 2026 SURVEY. FILL DISTRIBUTION WILL BE

REFINED BASED ON THE PRE-PLACEMENT SURVEY

8. MHW BASED ON JANUARY 2026 SURVEY.

9. APPROVED TRUCK ROUTE IS PROVIDED WITHIN THE TECHNICAL SPECIFICATIONS.

10. FILL DISTRIBUTION WILL BE GOVERNED BY A REFINED DESIGN TO BE COMPUTED BASED UPON THE PRE-PLACEMENT SURVEY.

ALL SAND WILL BE PLACED WITHIN THE PERMITTED TEMPLATE SHOWN ON THE PROJECT PERMIT DRAWINGS.

3-10 11-16

1+00

AUGUST 2009 SIDE SCAN SONAR

HARDBOTTOM

2018 DIVER DELINEATED HARDBOTTOM

(CSA OCEAN SCIENCE, INC.)

2026 NEARSHORE HARDBOTTOM

(CSA OCEAN SCIENCE, INC.)

R24

R34.5

R36.5

R47

R51

CERTIFICATION:

I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH

THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

DATEJAMES E AUSTIN, P.E. NO. 97652

BOARD OF COUNTY COMMISSIONERS

RICK LOCASTRO

CHRIS HALL

BURT L. SAUNDERS

DAN KOWAL

WILLIAM L. McDANIEL JR.

D ra w n by

D es ig ne d by

DRAWING NO.

D at e:

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S ca le

R ev ie w ed b y:

C he ck ed b y:

S ub m itt ed b y:

C om m

N o.

D at e

D es cr ip tio n

SHEET OF 16

N A

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This item has been digitally signed and sealed by James Austin on the date adjacent to the seal.

Signature must be verified on any electronic copies.

SURVEY CONTROL (NAD 83/90, NAVD88)

STAMPING NORTHING EASTING ELEVATION

A05 701607.70 385862.82 6.99 A11 676453.38 388666.86 5.77 A15 652430.98 391988.28 8.53 A16 643443.27 392860.11 5.84

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL CONTROL.

2. R-MON NOT TO BE USED FOR SURVEY CONTROL. PROFILE STATIONING ONLY.

3. REFERENCE POINTS PUBLISHED FROM FEP IN NAD83/90 PER FDEP.

4. COORDINATES ARE IN FEET BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM, EAST

ZONE NORTH AMERICAN DATUM 1983. (NAD83).

5. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88).

6. SEE TECHNICAL SPECIFICATIONS FOR PRE-PLACEMENT AND POST-PLACEMENT SURVEY

REQUIREMENTS.

CERTIFICATION:

I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH

THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

DATEJAMES E AUSTIN, P.E. NO. 97652

MON ID NORTHING EASTING

RANGE MONUMENT COORDINATES

MON

DATE

CONSTRUCTION

AZIMUTH

R-58 JAN1973 668693.60 389668.60 270

R-59 JAN1973 667728.88 389847.30 270

R-60 JAN1973 666685.10 390145.20 270

R-61 JAN1988 665648.50 390438.00 270

T-62 JUN1978 664628.11 390431.80 270

R-63 MMM2001 663641.50 390641.50 270

R-64 JAN1973 662732.00 390814.40 260

T-65 JUN1978 661954.02 390898.99 260

R-66 JAN1973 661148.05 391078.41 260

R-67 MMM2001 660351.11 391148.41 260

R-68 JAN1973 659545.10 391220.20 260

T-69 JUN1978 658735.72 391274.61 260

R-70 JAN1973 657941.37 391351.37 260

R-71 JAN1973 657147.20 391469.61 260

R-72 JAN1973 656356.00 391609.00 260

R-73 LB_2464 655544.38 391593.82 260

R-74 JAN1973 654741.20 391736.20 260

R-75 JAN1988 653966.13 391888.49 260

R-58A MAP SPOT 669202.48 389353.55 270

D ra w n by

D es ig ne d by

DRAWING NO.

D at e:

Pl ot

S ca le

R ev ie w ed b y:

C he ck ed b y:

S ub m itt ed b y:

C om m

N o.

D at e

D es cr ip tio n

SHEET OF 16

N A

C H

O U

H M

C O

N S

U C

O N

N S

C O

R C

O U

O R

JAJA

R ef er en ce F ile s:

N S

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R-76 JAN1988 653165.96 391908.85 260

R-77 JAN1973 652384.91 392074.44 260

R-78 JAN1973 651619.70 392106.60 260

R-79 MMM2001 650514.42 392141.70 260

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NORTHING

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AZIMUTH

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AutoCAD SHX Text

Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri

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AutoCAD SHX Text (-4+00)

AutoCAD SHX Text 5+00

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1995 ECL

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TAPER

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LOWER BERM CREST

AutoCAD SHX Text

CONSTRUCTION TOE OF FILL

AutoCAD SHX Text

LANDWARD LIMIT OF FILL

AutoCAD SHX Text

GULF OF AMERICA (F.K.A. GULF OF MEXICO)

AutoCAD SHX Text

N GULF SHORE BLVD

AutoCAD SHX Text

DOCTORS PASS

AutoCAD SHX Text

ARMOR STONE JETTY

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1 ROCK GROIN

AutoCAD SHX Text

PARK SHORE

AutoCAD SHX Text

NAPLES

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 270%%D

AutoCAD SHX Text

MATCHLINE PV-2

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 270%%D

AutoCAD SHX Text

VIA MIRAMAR

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 270%%D

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 270%%D

AutoCAD SHX Text CERTIFICATION: I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

DATE

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JAMES E AUSTIN, P.E. NO. 97652

AutoCAD SHX Text

GRAPHIC SCALE IN FT

ARMOR STONE BREAKWATER

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1995 ECL

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UPPER BERM CREST

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EDGEWATER BEACH HOTEL

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LOWER BERM CREST

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SEAWARD TOE OF UPPER BERM

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CONSTRUCTION TOE OF FILL

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LANDWARD LIMIT OF FILL

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N GULF SHORE BLVD

AutoCAD SHX Text

4 ROCK PILE

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NAPLES

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2 ROCK GROIN

AutoCAD SHX Text

3 OUTFALL PIPE #1 UNDER ROCK PILE

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 270%%D

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 270%%D

AutoCAD SHX Text

MATCHLINE PV-3

AutoCAD SHX Text CERTIFICATION: I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JAMES E AUSTIN, P.E. NO. 97652

AutoCAD SHX Text

GRAPHIC SCALE IN FT

AutoCAD SHX Text

GULF OF AMERICA (F.K.A. GULF OF MEXICO)

MATCHLINE PV-1

Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri ra w n by

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1995 ECL

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CONSTRUCTION TOE OF FILL

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UPPER BERM CREST

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LANDWARD LIMIT OF FILL

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NAPLES BEACH CLUB, A FOUR SEASONS RESORT

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LOWER BERM CREST

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SEAWARD TOE OF UPPER BERM

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NAPLES BEACH CLUB, A FOUR SEASONS RESORT

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CONSTRUCTION AZIMUTH 270%%D

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CONSTRUCTION AZIMUTH 270%%D

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 270%%D

AutoCAD SHX Text

7 ROCK GROIN & OUTFALL FIPE #3

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LOWDERMILK PARK

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N GULF SHORE BLVD

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MATCHLINE PV-2

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MATCHLINE PV-4

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NAPLES

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6 ROCK GROIN & OUTFALL PIPE #2 (DOUBLE)

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5 ROCK GROIN

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8TH AVE

AutoCAD SHX Text CERTIFICATION: I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JAMES E AUSTIN, P.E. NO. 97652

AutoCAD SHX Text

GRAPHIC SCALE IN FT

GULF OF AMERICA (F.K.A. GULF OF MEXICO)

Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri ra w n by

D es ig ne d by

DRAWING NO.

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Pl ot

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A pt im E nv ir on m en ta l & I nf ra st ru ct ur e, L

O N

G R

N U

E, S

O C

A R

N , F

-3 w w w .A

.c om

C .O

PV-4

\C ol lie r\

N ap le s B ea ch R en ou ri sh

\C A D

U pd at e\ C on st ru ct io n\

C H

_P V .d w g

A S N

A N

AutoCAD SHX Text E 389500

AutoCAD SHX Text E 390000

AutoCAD SHX Text E 390500

AutoCAD SHX Text E 391000

AutoCAD SHX Text N 662500

AutoCAD SHX Text E 390000

AutoCAD SHX Text E 390500

AutoCAD SHX Text E 391000

AutoCAD SHX Text E 391500

AutoCAD SHX Text E 389500

AutoCAD SHX Text N 662000

AutoCAD SHX Text N 661500

AutoCAD SHX Text N 661000

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SEAWARD TOE OF UPPER BERM

AutoCAD SHX Text

LOWER BERM CREST

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CONSTRUCTION TOE OF FILL

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LANDWARD LIMIT OF FILL

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UPPER BERM CREST

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1995 ECL

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CONSTRUCTION AZIMUTH 260%%D

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7TH AVE N

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N LAKE DR

AutoCAD SHX Text

6TH AVE N

AutoCAD SHX Text

4TH AVE N

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3RD AVE N

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2ND AVE N

AutoCAD SHX Text

N GULF SHORE BLVD

AutoCAD SHX Text

8 OUTFALL #4

AutoCAD SHX Text

9 OUTFALL #5

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10 OUTFALL #6 (DOUBLE)

AutoCAD SHX Text

11 OUTFALL #7

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MATCHLINE PV-4

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MATCHLINE PV-5

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NAPLES

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CONSTRUCTION AZIMUTH 260%%D

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CONSTRUCTION AZIMUTH 260%%D

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CONSTRUCTION AZIMUTH 260%%D

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ARTIFICIAL REEF LOCATION

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CONSTRUCTION ACCESS

AutoCAD SHX Text CERTIFICATION: I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JAMES E AUSTIN, P.E. NO. 97652

AutoCAD SHX Text

GRAPHIC SCALE IN FT

D es ig ne d by

DRAWING NO.

D at e:

Pl ot

S ca le

R ev ie w ed b y:

C he ck ed b y:

S ub m itt ed b y:

C om m

N o.

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N S

A pt im E nv ir on m en ta l & I nf ra st ru ct ur e, L

O N

G R

N U

E, S

O C

A R

N , F

-3 w w w .A

.c om

C .O

PV-5

\C ol lie r\

N ap le s B ea ch R en ou ri sh

\C A D

U pd at e\ C on st ru ct io n\

C H

_P V .d w g

A S N

A N

AutoCAD SHX Text E 390000

AutoCAD SHX Text E 390500

AutoCAD SHX Text E 391000

AutoCAD SHX Text E 391500

AutoCAD SHX Text N 660000

AutoCAD SHX Text N 659500

AutoCAD SHX Text E 390000

AutoCAD SHX Text E 390500

AutoCAD SHX Text E 391000

AutoCAD SHX Text E 391500

AutoCAD SHX Text N 659000

AutoCAD SHX Text N 658500

AutoCAD SHX Text N 658000

AutoCAD SHX Text N 657500

AutoCAD SHX Text N 659500

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+00

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LANDWARD LIMIT OF FILL

AutoCAD SHX Text

UPPER BERM CREST

AutoCAD SHX Text

LOWER BERM CREST

AutoCAD SHX Text

CONSTRUCTION TOE OF FILL

AutoCAD SHX Text

SEAWARD TOE OF UPPER BERM

AutoCAD SHX Text

1995 ECL

AutoCAD SHX Text

1ST AVE N

AutoCAD SHX Text

S GULF SHORE BLVD

AutoCAD SHX Text

2ND AVE S

AutoCAD SHX Text

3RD AVE S

AutoCAD SHX Text

4TH AVE S

AutoCAD SHX Text

5TH AVE S

AutoCAD SHX Text

NAPLES

AutoCAD SHX Text

14 OUTFALL #10

AutoCAD SHX Text

15 PILE GROIN

AutoCAD SHX Text

12 OUTFALL #8

AutoCAD SHX Text

NAPLES

AutoCAD SHX Text

13 OUTFALL #9

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text

MATCHLINE PV-4

AutoCAD SHX Text

MATCHLINE PV-6

AutoCAD SHX Text

CENTRAL AVE

AutoCAD SHX Text

1ST AVE

AutoCAD SHX Text CERTIFICATION: I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JAMES E AUSTIN, P.E. NO. 97652

AutoCAD SHX Text

GRAPHIC SCALE IN FT

D es ig ne d by

DRAWING NO.

D at e:

Pl ot

S ca le

R ev ie w ed b y:

C he ck ed b y:

S ub m itt ed b y:

C om m

N o.

D at e

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A pt im E nv ir on m en ta l & I nf ra st ru ct ur e, L

O N

G R

N U

E, S

O C

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N , F

-3 w w w .A

.c om

C .O

PV-6

\C ol lie r\

N ap le s B ea ch R en ou ri sh

\C A D

U pd at e\ C on st ru ct io n\

C H

_P V .d w g

A S N

A N

AutoCAD SHX Text E 390000

AutoCAD SHX Text E 390500

AutoCAD SHX Text E 391000

AutoCAD SHX Text E 391500

AutoCAD SHX Text N 657000

AutoCAD SHX Text E 390500

AutoCAD SHX Text N 656500

AutoCAD SHX Text N 656000

AutoCAD SHX Text N 655500

AutoCAD SHX Text N 655000

AutoCAD SHX Text N 654500

AutoCAD SHX Text 2+00

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AutoCAD SHX Text 8+00

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LANDWARD LIMIT OF FILL

AutoCAD SHX Text

UPPER BERM CREST

AutoCAD SHX Text

LOWER BERM CREST

AutoCAD SHX Text

CONSTRUCTION TOE OF FILL

AutoCAD SHX Text E 391000

AutoCAD SHX Text E 391500

AutoCAD SHX Text E 392000

AutoCAD SHX Text

SEAWARD TOE OF UPPER BERM

AutoCAD SHX Text

TAPER

AutoCAD SHX Text

BROAD AVE S

AutoCAD SHX Text

8TH AVE S

AutoCAD SHX Text

10TH AVE S

AutoCAD SHX Text

MATCHLINE PV-5

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text

7TH AVE S

AutoCAD SHX Text

S GULF SHORE BLVD

AutoCAD SHX Text

NAPLES

AutoCAD SHX Text

1995 ECL

AutoCAD SHX Text

11TH AVE S

AutoCAD SHX Text

6TH AVE S

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

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CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text CERTIFICATION: I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JAMES E AUSTIN, P.E. NO. 97652

AutoCAD SHX Text

GRAPHIC SCALE IN FT

AutoCAD SHX Text

GULF OF AMERICA (F.K.A. GULF OF MEXICO)

AutoCAD SHX Text

9TH AVE S

MATCHLINE PV-7

Source: Esri, Vantor, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri ra w n by

D es ig ne d by

DRAWING NO.

D at e:

Pl ot

S ca le

R ev ie w ed b y:

C he ck ed b y:

S ub m itt ed b y:

C om m

N o.

D at e

D es cr ip tio n

SHEET OF 16

N A

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O U

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C O

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JAJA

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N S

A pt im E nv ir on m en ta l & I nf ra st ru ct ur e, L

O N

G R

N U

E, S

O C

A R

N , F

-3 w w w .A

.c om

C .O

PV-7

\C ol lie r\

N ap le s B ea ch R en ou ri sh

\C A D

U pd at e\ C on st ru ct io n\

C H

_P V .d w g

A S N

A N

AutoCAD SHX Text E 390500

AutoCAD SHX Text E 391000

AutoCAD SHX Text E 391500

AutoCAD SHX Text E 392000

AutoCAD SHX Text N 654500

AutoCAD SHX Text N 654000

AutoCAD SHX Text N 655000

AutoCAD SHX Text N 653500

AutoCAD SHX Text N 653000

AutoCAD SHX Text N 652500

AutoCAD SHX Text N 652000

AutoCAD SHX Text N 651500

AutoCAD SHX Text E 391000

AutoCAD SHX Text E 391500

AutoCAD SHX Text E 392000

AutoCAD SHX Text E 392500

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

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CONSTRUCTION ACCESS

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LANDWARD LIMIT OF FILL

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UPPER BERM CREST

AutoCAD SHX Text

LOWER BERM CREST

AutoCAD SHX Text

CONSTRUCTION TOE OF FILL

AutoCAD SHX Text

SEAWARD TOE OF UPPER BERM

AutoCAD SHX Text

TAPER

AutoCAD SHX Text

1995 ECL

AutoCAD SHX Text

13TH AVE S

AutoCAD SHX Text

14TH AVE S

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15TH AVE S

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16TH AVE S

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18TH AVE S

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16 NAPLES CITY PIER

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12TH AVE S

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S GULF SHORE BLVD

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NAPLES

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CONSTRUCTION AZIMUTH 260%%D

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CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

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MATCHLINE PV-6

AutoCAD SHX Text

MATCHLINE PV-8

AutoCAD SHX Text

17TH AVE S

AutoCAD SHX Text CERTIFICATION: I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JAMES E AUSTIN, P.E. NO. 97652

AutoCAD SHX Text

GRAPHIC SCALE IN FT

D ra w n by

D es ig ne d by

DRAWING NO.

D at e:

Pl ot

S ca le

R ev ie w ed b y:

C he ck ed b y:

S ub m itt ed b y:

C om m

N o.

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SHEET OF 16

N A

C H

O U

H M

C O

N S

U C

O N

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R C

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O R

JAJA

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N S

A pt im E nv ir on m en ta l & I nf ra st ru ct ur e, L

O N

G R

N U

E, S

O C

A R

N , F

-3 w w w .A

.c om

C .O

PV-8

\C ol lie r\

N ap le s B ea ch R en ou ri sh

\C A D

U pd at e\ C on st ru ct io n\

C H

_P V .d w g

A S N

A N

AutoCAD SHX Text N 651500

AutoCAD SHX Text E 391000

AutoCAD SHX Text E 392000

AutoCAD SHX Text E 392500

AutoCAD SHX Text E 391500

AutoCAD SHX Text E 392000

AutoCAD SHX Text E 392500

AutoCAD SHX Text E 393000

AutoCAD SHX Text N 651000

AutoCAD SHX Text N 650500

AutoCAD SHX Text N 650000

AutoCAD SHX Text N 649500

AutoCAD SHX Text N 649000

AutoCAD SHX Text 10+00

AutoCAD SHX Text 9+00

AutoCAD SHX Text 8+00

AutoCAD SHX Text 7+00

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+00

AutoCAD SHX Text 4+00

AutoCAD SHX Text 3+00

AutoCAD SHX Text 2+00

AutoCAD SHX Text 1+00

AutoCAD SHX Text E 391500

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LANDWARD LIMIT OF FILL

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UPPER BERM CREST

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LOWER BERM CREST

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CONSTRUCTION TOE OF FILL

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SEAWARD TOE OF UPPER BERM

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TAPER

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PORT ROYAL

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18 TIMBER GROIN

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17 PILE GROIN

AutoCAD SHX Text

19 TIMBER GROIN

AutoCAD SHX Text

1995 ECL

AutoCAD SHX Text

MATCHLINE PV-7

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text

S GULF SHORE BLVD

AutoCAD SHX Text

CONSTRUCTION AZIMUTH 260%%D

AutoCAD SHX Text CERTIFICATION: I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JAMES E AUSTIN, P.E. NO. 97652

AutoCAD SHX Text

GRAPHIC SCALE IN FT

LEGEND

JANUARY 2026

CONSTRUCTION TEMPLATE

WITH +/- 0.5' TOLERANCE

0-100 100 200 300 400 500 600 700 800 900

-5

-15

DISTANCE FROM BASELINE (FEET)

O N

A V D

MEAN HIGH WATER EL. = 0.33 FT. NAVD

MEAN LOW WATER EL. = -1.68 FT. NAVD

-10

PROFILE R-58

LEGEND

JANUARY 2026

CONSTRUCTION TEMPLATE

WITH +/- 0.5' TOLERANCE

0-100 100 200 300 400 500 600 700 800 900

-5

-15

DISTANCE FROM BASELINE (FEET)

O N

A V D

MEAN HIGH WATER EL. = 0.33 FT. NAVD

MEAN LOW WATER EL. = -1.68 FT. NAVD

-10

LEGEND

JANUARY 2026

CONSTRUCTION TEMPLATE

WITH +/- 0.5' TOLERANCE

0-100 100 200 300 400 500 600 700 800 900

-5

-15

DISTANCE FROM BASELINE (FEET)

O N

A V D

MEAN HIGH WATER EL. = 0.33 FT. NAVD

MEAN LOW WATER EL. = -1.68 FT. NAVD

-10

LEGEND

JANUARY 2026

CONSTRUCTION TEMPLATE

WITH +/- 0.5' TOLERANCE

0-100 100 200 300 400 500 600 700 800 900

-5

-15

DISTANCE FROM BASELINE (FEET)

O N

A V D

MEAN HIGH WATER EL. = 0.33 FT. NAVD

MEAN LOW WATER EL. = -1.68 FT. NAVD

-10

PROFILE R-59

PROFILE R-60

PROFILE R-61

R N

.7 R N

R N

.8 R N

.3 R N

R N

.7 R N

.2 R N

R N

EL. = 4.3 FT.

EL. = 3.0 FT.

EL. = 4.3 FT.

EL. = 3.0 FT.

EL. = 4.3 FT.

EL. = 3.0 FT.

5:1 SLOPE

5:1 SLOPE 5:1 SLOPE

R N

.7 R N

R N

EL. = 3.0 FT.

CERTIFICATION:

I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH

THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

DATEJAMES E AUSTIN, P.E. NO. 97652

0 100 200

HORIZONTAL SCALE IN FT

0 5 10

VERTICAL SCALE IN FT

D ra w n by

D es ig ne d by

DRAWING NO.

D at e:

Pl ot

S ca le

R ev ie w ed b y:

C he ck ed b y:

S ub m itt ed b y:

C om m

N o.

D at e

D es cr ip tio n

SHEET OF 16

N A

C H

O U

H M

C O

N S

U C

O N

N S

C O

R C

O U

O R

JAJA

R ef er en ce F ile s:

N S

A pt im E nv ir on m en ta l & I nf ra st ru ct ur e, L

O N

G R

N U

E, S

O C

A R

N , F

-3 w w w .A

.c om

C .O

XS-1

\C ol lie r\

N ap le s B ea ch R en ou ri sh

\C A D

U pd at e\ C on st ru ct io n\

C H

_X S _j a.

dw g

A S N

C R O

S S S

O N

CONSTRUCTION TEMPLATE

WITH +/- 0.5' TOLERANCE

0-100 100 200 300 400 500 600 700 800 900

-5

-15

DISTANCE FROM BASELINE (FEET)

O N

A V D

MEAN HIGH WATER EL. = 0.33 FT. NAVD

MEAN LOW WATER EL. = -1.68 FT. NAVD

-10

PROFILE R-62

LEGEND

JANUARY 2026

CONSTRUCTION TEMPLATE

WITH +/- 0.5' TOLERANCE

0-100 100 200 300 400 500 600 700 800 900

-5

-15

DISTANCE FROM BASELINE (FEET)

O N

A V D

MEAN HIGH WATER EL. = 0.33 FT. NAVD

MEAN LOW WATER EL. = -1.68 FT. NAVD

-10

PROFILE R-63

LEGEND

JANUARY 2026

CONSTRUCTION TEMPLATE

WITH +/- 0.5' TOLERANCE

0-100 100 200 300 400 500 600 700 800 900

-5

-15

DISTANCE FROM BASELINE (FEET)

O N

A V D

MEAN HIGH WATER EL. = 0.33 FT. NAVD

MEAN LOW WATER EL. = -1.68 FT. NAVD

-10

LEGEND

JANUARY 2026

CONSTRUCTION TEMPLATE

WITH +/- 0.5' TOLERANCE

0-100 100 200 300 400 500 600 700 800 900

-5

-15

DISTANCE FROM BASELINE (FEET)

O N

A V D

MEAN HIGH WATER EL. = 0.33 FT. NAVD

MEAN LOW WATER EL. = -1.68 FT. NAVD

-10

PROFILE R-64

PROFILE R-65

R N

.7 R N

.2 R N

R N

.5 R N

R N

.8 R N

.3 R N

R N

EL. = 4.3 FT.

EL. = 3.0 FT.

EL. = 4.3 FT.

EL. = 3.0 FT.

EL. = 4.3 FT.

EL. = 3.0 FT.

EL. = 4.3 FT.

EL. = 3.0 FT.

5:1 SLOPE

R N

D ra w n by

D es ig ne d by

DRAWING NO.

D at e:

Pl ot

S ca le

R ev ie w ed b y:

C he ck ed b y:

S ub m itt ed b y:

C om m

N o.

D at e

D es cr ip tio n

SHEET OF 16

N A

C H

O U

H M

C O

N S

U C

O N

N S

C O

R C

O U

O R

JAJA

R ef er en ce F ile s:

N S

A pt im E nv ir on m en ta l & I nf ra st ru ct ur e, L

O N

G R

N U

E, S

O C

A R

N , F

-3 w w w .A

.c om

C .O

XS-2

\C ol lie r\

N ap le s B ea ch R en ou ri sh

\C A D

U pd at e\ C on st ru ct io n\

C H

_X S _j a.

dw g

A S N

CERTIFICATION:

I CERTIFY THAT THESE PLANS ARE IN COMPLIANCE WITH

THE APPLICABLE SECTIONS OF 62B-41, F.A.C.

DATEJAMES E AUSTIN, P.E. NO. 97652

0 100 200

H…

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