Ftm32Dwgs3-28-24Const_(1).pdf

10 MB Posted

Attached to
Legacy Island Phase II
Solicitation number
ITB 26-029
Issued by
Lee County, Fort Lauderdale City, Florida

About this file

Written by GovTribe AI ·

This construction permit plan document was prepared by HWA Inc., marine engineers and environmental consultants, for the City of Fort Myers, Florida, for the Legacy Island Park Development project located on an island in the Caloosahatchee River upstream of the Business 41 bridge. The project encompasses Phase II development including a five-slip docking facility, an overwater observation pier, two 16' x 16' gazebos, and signage. The construction permit plans consist of 18 sheets detailing bathymetric survey data, existing and proposed site plans for both waterfront and upland areas, detailed drawings of the main dock, observation deck, paddlecraft beaches, cross sections, sign plan, erosion control and stabilization measures, and gazebo specifications. The bathymetric survey was completed on January 3, 2019, with site elevations surveyed on May 13, 2019, using NAVD88 as the vertical datum reference. Mean Low Water elevation is -0.89' NAVD88 with Mean High Water at 0.06' NAVD.

The plans are dated March 26, 2024, and have been digitally signed and sealed by Hans J.M. Wilson, a professional engineer. The project is located in Section 12, Township 44 South, Range 24 East, with the site identified near Doctors Pass. The document includes detailed contour mapping showing water depths ranging from -1 to greater than -10 feet referenced to Mean Low Water, along with wetland limits and site-specific elevations. Erosion control and stabilization measures are incorporated into the design to address environmental considerations at the waterfront location.

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Project Location

Project Location

Location MapAerial Location

SCALE: 1" = 1,000'

Note: The scale of these plans may have changed due to reproduction.

Plans Prepared for:

City of Fort Myers PO Box 2217 Fort Myers, FL 33902

1938 Hill Ave. Ft. Myers, Florida 33901 MARINE ENGINEERS and ENVIRONMENTAL CONSULTANTS

Tel: 239-334-6870 Fax: 239-334-7810

PREPARED BY:

Call 48 Hours before you dig in Florida It's the Law

Sunshine State one call of Florida, Inc Drawing Index:

Page: Drawing:

1 Cover Page 2 Bathymetric Survey 3 Existing Site Plan 4 Proposed Site Plan - Waterfront 5 Detail A - Proposed Main Dock 6 Detail B - Proposed Observation Deck 7 Detail C - Paddlecraft Beaches 8 Cross Sections AA & BB 9 Cross Section CC 10 Cross Section DD 11 Cross Section EE & FF 12 Cross Section GG 13 Proposed Site Plan - Upland 14 Detail D - Upland North 15 Detail E - Upland South 16 Proposed Sign Plan 17 Erosion Control and Stabilization 18 Gazebo Detail

LEGACY ISLAND PARK DEVELOPMENT

FORT MYERS

SCALE: 1" = 2,500'

SECTION: 12

TOWNSHIP: 44 S

RANGE: 24 E

DOCTORS PASS

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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CONSTRUCTION PERMIT PLANS

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522PHOENIX523PHOENIX

535SEAGRAPE

0.828700

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0.763701WETLIMITS

0.819702

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6.797706

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1.090705

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Scale 1" = 100'

SECTION: 12

TOWNSHIP: 44 S

RANGE: 24 E

Bathymetric Survey SHEET

City of Fort Myers 3-26-24

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Approximate Mean High Water Line.

Notes: Bathymetric survey completed on 1-3-19 by HWA, Inc. Depths reference Mean Low Water (MLW) El = -0.89' NAVD88. Per DEP Tide Station 872-5520.

Mean High Water @ 0.06' NAVD. Site elevations surveyed by HWA on 5-13-19 reference NAVD88.

Contour Legend

-1 to -2 -2 to -3 -3 to -4 -4 to -5 -5 to -6 -6 to -7 -7 to -8 -8 to -9

-9 to -10 >-10

<0 0 to -1

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

2 /18

CALOOSAHATCHEE RIVER

BUSINESS 41 NORTHBOUND

BUSIN

ESS 41 SO

UTHBO

UN

D

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CONSTRUCTION PERMIT PLANS

0.828

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SECTION: 12

TOWNSHIP: 44 S

RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Existing Site Plan

SCALE: 1" = 60'

Approximate Mean High Water Line (0.06' NAVD).

Existing wetland.

Note: Topographic Survey complete by HWA, Inc. on 5-13-19.

Elevations reference NAVD88, Mean High Water @ +0.06' NAVD.

Zoning - Vacant Governmental /80

3-26-24

/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

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8-7-2020

SECTION: 12

TOWNSHIP: 44 S

RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Proposed Site Plan - Waterfront

SCALE: 1" = 60'

Proposed 5' wide by 180' long access pier.(4) Proposed mooring slips

15' wide by 40' long.

Proposed 10' wide by 20' long observation platform with 4' wide x 80' long access pier.

Proposed 130' living shoreline planted with mangroves to act as wave/wind protection for kayak/canoe landing beach.

Mean high water line.

Proposed 5' wide by 65' long terminal platform

Proposed 493' long by 20' wide rip rap revetment.

Proposed 91' long by 20' wide rip rap/ RCP/stabilization.

Proposed sand beach augmentation.

Sand beach augmentation.

Proposed 130' living shoreline planted with mangroves to act as wave/wind protection for beach.

D

ET

AI

L

A

DETAIL C

DETA

IL

B

Dedicated emergency vessel mooring, 13' wide by 36' long.

4 /18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3-26-24

Proposed 239' long by 20' wide rip rap revetment.

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TOWNSHIP: 44 S

RANGE: 24 E

SHEET

City of Fort Myers

CRY

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Detail A - Proposed Main Dock

SCALE: 1" = 20'

Proposed 5' wide by 180' long (900 sf.) access pier, deck elevation 5' above MHW.

(4) Proposed mooring slips 15' wide by 40' long.

Proposed16' x 16' entrance gazebo.

Approximate mean high water line.

Proposed 5' wide by 65' long (325 sf.)

terminal platform, deck elevation 3' above

MHW.

Clear 22,947 sf.

(0.53 ac.) invasive exotics from interior of island.

Proposed 6' wide improved foot trails.

A

A

BB

Proposed 20' wide rip rap stabilization.

DD

(12) Proposed 12" dia.

mooring piles (typ.)

Slip

Slip

E

E

Slip

Slip

Place 85 cy. clean Ortona sand to amend sandy beach.

180'

5'

5'

65'

Note: Bathymetric Survey complete by HWA, Inc. on 1-3-19. Elevations reference mean low water per DEP Tidal Station 872-5520.

Dedicated 13' wide x 36' long vessel mooring (temporary).

5 /18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

GG

3-23-24

Slip

Proposed Dock @ 1,225 sf.

Proposed Mooring Pilings @ 12.

Proposed cross bracing (7 bents on access & 4 bents on the terminal / finger pier)

Handrail, 110' each side.

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Ramp down @ 20:1Ramp up @ 20:1

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RANGE: 24 E

SHEET

City of Fort Myers

CRY

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Detail B - Proposed Pier

SCALE: 1" = 10'

Proposed 4' wide by 80' long access pier, deck elevation 5' above MHW.

Proposed 10' wide by 20' long observation platform, deck elevation 5' above MHW.

Approximate mean high water line.

Proposed 6' wide foot trails.

Clear 22,947 sf.

(0.53 ac.) invasive exotics from interior of island.

A

A

CCFF

Proposed 20' wide rip rap stabilization.

Proposed 20' wide rip rap stabilization.

10'

20'

4'

80'

6'

Note: Bathymetric Survey complete by HWA, Inc. on 1-3-19. Elevations reference mean low water per DEP Tidal Station 872-5520.

6 /18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

GG

3-23-24

Proposed handrail both sides of access and around the terminal platform (215lf total)

Proposed cross bracing (3 bents on access & across the waterward face of the terminal platform

Lee County Aerial 2023

30' ramp down @ 12:1

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AutoCAD SHX Text %%ODavid E. McKee

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REGISTERED PROFESSIONAL ENGINEER

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FLORIDA REGISTRATION NO. 38347

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DATE:____________________

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CA. LIC. NO. 8519

RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Detail C- Paddlecraft Beaches

SCALE: 1" = 20'

Proposed RCP planted with red mangrove seedlings to create habitat and protect beach landing area.

Approximate mean high waterline.

Proposed 6' wide foot trail.

Proposed 20' wide rip rap stabilization.

Place 62 cy. of clean Ortona sand for paddle craft landing.

Place 48 cy. of clean Ortona sand for recreational beach area.

Proposed Reef Balls.

Proposed 20' wide rip rap stabilization.

E E20'

Note: Bathymetric Survey complete by HWA, Inc. on 1-3-19. Elevations reference mean low water per DEP Tidal Station 872-5520.

Proposed 16' x 16' gazebo.

7 /18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

G

G

3-26-24

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AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

AutoCAD SHX Text Drawing: FTM32MASTERCONST.DWG

AutoCAD SHX Text %%ODavid E. McKee

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REGISTERED PROFESSIONAL ENGINEER

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FLORIDA REGISTRATION NO. 38347

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DATE:____________________

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CA. LIC. NO. 8519

RANGE: 24 E

Cross Sections

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Cross Section A-A

SCALE: 1" = 2'

Note: Bathymetric Survey complete by HWA, Inc. on 1-3-19.

Elevations reference mean low water per DEP Tidal Station 872-5520.

Cross Section B-B

SCALE: 1" = 8'

Proposed 3" x 10" double cap boards with (2) 5/8" dia. thru bolts, per pile and chamfered, not to extend past outer alignment of piles.

5'

Existing grade, varies.

MLW @ -0.89' NAVD

MHW @ 0.06' NAVD

MLW @ -0.89' NAVD

MHW @ 0.06' NAVD

Proposed 10" dia. wood piling (typ.) with tip penetration minimum of 40% of overall pile length (10' min.) PVC wrapped from one foot above MHW to two feet below mudline, typical.

Proposed 5 8 " dia. thru bolt, countersunk.

5.0' NAVD

3.0' NAVD

Proposed 3" x 8" stringers installed 17" on centers max.

12" Mooring pile w/ pile cap and line hook. Tip penetration minimum of 40% of overall pile length (10' min. ) Typical.

Existing grade.

4.5' Typical

Proposed pile wrap from one foot above MHW to two feet below mudline, typical.

+9.5' NAVD

4.5'

5'15'

20:1

8 /18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Proposed cross bracing, alternating bents.

Proposed cross bracing, alternating bents.

Proposed cross bracing, alternating bents on terminal platform.

3-26-24

Proposed 3" x 8" horizontal boards (3) to allow fire boat to moor/push.

Proposed 2" x 6" composite decking with 1

2 " spacing.

42"

Proposed handrail, typical.

Proposed handrail, typical.

3"

5"

5"

5"

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CONSTRUCTION PERMIT PLANS

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RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Note: Bathymetric Survey complete by HWA, Inc. on 1-3-19.

Elevations reference mean low water per DEP Tidal Station 872-5520.

Cross Section C-C

SCALE: 1" = 4'

Proposed horizontal 2" x 6" side rail (4) each typical.

MLW @ -0.89' NAVD

MHW @ 0.06' NAVD

Proposed 4" x4" posts, 5' on center.

Proposed horizontal 2" x 6" top rail, angle in @ 30°.

Proposed 3" x 10" double cap boards with

(2) 5/8" dia. thru bolts, per pile and chamfered, not to extend past outer alignment of piles.

Proposed 5 8 " dia.

bolt thru stringer and piling.

5' o.c. typ.

9 /18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Proposed cross bracing, alternating bents.

3-26-24

Proposed 10" dia. wood piling (typ.) with tip penetration minimum of 40% of overall pile length (10' min.) PVC wrapped from one foot above MHW to two feet below mudline, typical.

Proposed 2" x 6" composite decking

5'

AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

AutoCAD SHX Text Drawing: FTM32MASTERCONST.DWG

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CONSTRUCTION PERMIT PLANS

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SCALE

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AutoCAD SHX Text 2'

4'

PADDLE CRAFT ONLY

TOWNSHIP: 44 S

RANGE: 24 E

SHEET

City of Fort Myers

CRY

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Note: Bathymetric Survey complete by HWA, Inc. on 1-3-19.

Elevations reference mean low water per DEP Tidal Station 872-5520.

Cross Section D-D

SCALE: 1" = 6'

MLW @ -0.89' NAVD

MHW @ 0.06' NAVD

Proposed 3" x 10" double cap boards with (2) 5/8" dia. thru bolts, per pile and chamfered, not to extend past outer alignment of piles.

Proposed 5 8 " dia.

bolt thru stringer and piling.

Proposed amendment of 85 CY of Ortona sand.

Existing grade.

Proposed 16' by 16' gazebo (See Detail) .

Proposed 6" of crushed shell placed on existing grade.

10/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Proposed RCP with red mangrove seedlings plantedat +1.0' MHW, to create habitat and protect beach landing area.

Proposed Reef balls to create habitat and protect beach landing area.

20:1

3-23-24

Proposed 10" dia. wood piling (typ.) with tip penetration minimum of 40% of overall pile length (10' min.) PVC wrapped from one foot above MHW to two feet below mudline, typical.

No slope on 1st section

NO MOORING

NO MOORING SIGN

MLW

MHW

AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

AutoCAD SHX Text Drawing: FTM32MASTERCONST.DWG

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CONSTRUCTION PERMIT PLANS

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AutoCAD SHX Text Signs shall be constructed from 0.08 aluminum with engineer grade reflective sheeting, white background with black lettering.

NOT TO SCALE

RANGE: 24 E

Cross Sections

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Note: Bathymetric Survey complete by HWA, Inc. on 1-3-19.

Elevations reference mean low water per DEP Tidal Station 872-5520.

Cross Section E-E

Proposed RCP with red mangrove seedlings planted at +1.0' MHW, to create habitat and protect beach landing area.

Existing grade, varies from -1.8' to +1.0' MLW.

Cross Section F-F

SCALE: 1" = 4'

MLW @ -0.89' NAVD

MHW @ 0.06' NAVD

Proposed Bay ball, sand filled 6"-12" .

MLW @ -0.89' NAVD

MHW @ 0.06' NAVD

Proposed handrail with (4) each 2" x 6" side rails and (1) each 2" x 6" top rail.

5' typical

42"

Proposed 3" x 10" double cap boards with (2) 5/8" dia. thru bolts, per pile and chamfered, not to extend past outer alignment of piles.

Proposed 5 8 " dia. bolt thru stringer and pile.

12:1 max slope

Proposed 20' wide rip rap stabilization.

Existing grade.

Proposed 6' wide crushed shell foot trail.

1'

1.5" min.

11/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Proposed 3" x 10" double cap boards to retain upland ramp crushed shell.

+2.0' NAVD

Average 36" diameter toe boulder.

Min. sand fill 6".

3-26-24

Proposed 10" dia. wood piling (typ.) with tip penetration minimum of 40% of overall pile length (10' min.) PVC wrapped from one foot above MHW to two feet below mudline, typical.

SCALE: 1" = 4'

Add fascia board across end of stringers to contain foot trail fill.

Proposed filter fabric to run up end of pier and beneath fill.

AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

AutoCAD SHX Text Drawing: FTM32MASTERCONST.DWG

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CONSTRUCTION PERMIT PLANS

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FEET

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SCALE

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RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Note: Bathymetric Survey complete by HWA, Inc. on 1-3-19.

Elevations reference mean low water per DEP Tidal Station 872-5520.

Cross Section G-G

SCALE: 1" =4'

MLW @ -0.89' NAVD

MHW @ 0.06' NAVD

12/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Proposed 20' wide rip rap stabilization.

Average 36" diameter toe boulder, 30% total volume.

Proposed filter fabric.

10' 10'

Mean High Water Line.

Minimum 24" diameter riprap, 50% total volume.

Average 12" diameter riprap, 20% total volume.

2.9' NAVD Minimum top elevation of revetment.

12" minimum tuck or embedment of filter fabric.

12" minimum tuck or embedment of filter fabric.

3-26-24

AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

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WETLIMITS

0.763

WETLIMITS

0.819

WETLIMITS

6.797

WETLIMITS

1.090

WETLIMITS

SECTION: 12

TOWNSHIP: 44 S

RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Proposed Site Plan - Upland

SCALE: 1" = 60'

Proposed 16' x 16' gazebo

Proposed 16' x 16' gazebo

Approximate mean high water line.

Clear 22,947 sf. (0.53 ac.) invasive exotics from interior of island.

Proposed 6' wide x 450' long improved foot trails.

M at ch lin e

DETAIL E

DETAIL D

Lee County Aerial 2023

13/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3-27-24

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0.828700

WETL

IM

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0.763701

WETL

IM

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0.819702

WETL

IM

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6.797706

WETL

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1.090705

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SECTION: 12

TOWNSHIP: 44 S

RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Detail D - Upland North

SCALE: 1" = 20'

Proposed 16' x 16' gazebo (See Detail).

Mean High Water Line.

Clear 22,947 sf.

(0.53 ac.) invasive exotics from interior of island.

Lee County Aerial 2023

Proposed 6' wide foot trails, total 450 linear feet.

Proposed rip rap stabilization.

M at ch lin e

Proposed rip rap stabilization.

Proposed rip rap stabilization.

Proposed future sandy beach.

Proposed future living shoreline.

17' gazebo set back

Existing wetland to remain.

14/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3-28-24

Proposed future sandy beach.

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AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

AutoCAD SHX Text Drawing: FTM32MASTERCONST.DWG

RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Detail E - Upland South

SCALE: 1" = 20'

Proposed16' x 16' entrance gazebo.

Approximate mean high water Line.

Clear 22,947 sf. (0.53 ac.) invasive exotics from interior of island.

Lee County Aerial 2023

Proposed 6' wide improved foot trails, 450 linear feet total.

Proposed future 20' wide rip rap stabilization.

M at ch lin e

Approximate mean high water Line.

Proposed future sandy beach.

Proposed living shoreline.

17.5' gazebo set back

15/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3-28-24

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AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

AutoCAD SHX Text Drawing: FTM32MASTERCONST.DWG

0.828700

WETL

IM

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0.763701

WETL

IMITS

0.819702

WETL

IMITS

6.797706

WETLIM

ITS

1.090705

WETL

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SECTION: 12

TOWNSHIP: 44 S

RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Proposed Sign Plan

SCALE: 1" = 50'

Lee County Aerial 2023

No Fishing Signs, one (1) each side of access, one (1) on T-dock, three (3) total.

No Fishing Signs, one (1) each side mid-dock, one (1) on T-dock, three (3) total.

(1) Save Dolphins, Sea Turtles, Sawfish and Manta Ray Signs at the base of the access pier.

Save Dolphins, Sea Turtles, Sawfish and Manta Ray Sign, one (1) each. Proposed 16' x 16' gazebo

Proposed 16' x 16' gazebo

Proposed observation platform.

No Mooring Signs, one (1) each side of access pier.

(1) Paddle Craft Only, No Motorized Vessels.

Paddle Craft Only

16/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3-28-24

Emergency Use Only sign.

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AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

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WETLIMITS

0.763

WETLIMITS

0.819

WETLIMITS

6.797

WETLIMITS

1.090

WETLIMITS

SECTION: 12

TOWNSHIP: 44 S

RANGE: 24 E

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Erosion Control and Stabilization

SCALE: 1" = 60'

Proposed observation platform.

Proposed 130' living shoreline.

Approximate mean high water line.

Proposed Main Dock.

Proposed 845' long by 20' wide rip rap stabilization.

Proposed 91' long by 20' wide rip rap stabilization.

Proposed sand beach augmentation.

Sand beach augmentation.

Proposed 130' living shoreline.

Existing wetland, to remain.

Barge with excavator or crane for material transfer, example.

Proposed turbidity screen to be deployed during all work in or over the water.

Proposed silt fence offset 5' from project clearing limits.

Proposed silt fence offset 5' from project clearing limits.

5'

5'

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3-28-24

17/18

Proposed turbidity curtains to be deployed during all work in or over the water. Curtains to be adjusted along shoreline based on working areas.

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AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

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RANGE: 24 E

Gazebo Details

SHEET

City of Fort Myers

HJMW

1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

Gazebo Cross Section

SCALE: 1" = 5'

Gazebo Plan View

SCALE: 1" = 5'

NOTES:

1. THIS DRAWING DOES NOT INTEND

TO SHOW TRUSS QUANTITIES

2. GENERAL CONTRACTOR IS

RESPONSIBLE FOR ALL TEMPORARY

BRACING.

3. IF TRUSS UPLIFT CONDITIONS

EXCEED STRAPPING SPECIFICATIONS,

THE CONTRACTOR MUST NOTIFY THE

DESIGNER PRIOR TO INSTALLATION

OF THE TRUSSES.

3. TRUSSES ARE DESIGNED TO MEET

ALL LOAD INTERACTION, UPLIFT, AND

LATERAL LOAD REQ'S. ALONG W/ THE

INFORMATION PROVIDED ON THIS

DRAWING.

4. CONTRACTOR TO COORDINATE

ALL TEMPORARY BRACING WITH H1B

91 SPECS.

5. PROVIDE GROUP 2 LUMBER FOR

RAFTERS.

CONNECTION SCHEDULE

MARK MANUFACTURER NO. TYPE UPLIFT CAP. NOTES/FASTENERS

NOTE: IF ANY OF THE CONNECTORS SHOWN ARE NOT OBTAINABLE,

IT IS ACCEPTABLE THAT AN EQUAL CONNECTOR IS USED AND HANS

WILSON & ASSOCIATES IS NOTIFIED OF THE CHANGE.

1 SIMPSON LS70 560 10 - 10D NAILS

2 SIMPSON H16S 1470 10 - 10D NAILS

3 SIMPSON HCP1.81 605 6 - 10D NAILS

2 3

# DENOTES TYPICAL CONNECTOR FOR SIMILAR SITUATIONS UNLESS OTHERWISE NOTED

2"X10" HIP JACK RAFTER

2" X 8" COMMON RAFTER

AT 16" ON CENTER

PROVIDE ROOF PITCH OF 6:12

2"X10" FASCIA BOARD

PURLINS NOT SHOWN

4 SIMPSON HRC22 480 6 - 10D NAILS

2"X10" PT WOOD RIDGE BOARD

2"X8" PT WOOD COMMON RAFTER @ 16" ON CENTER

2"X4" PT WOOD PURLINS AT 16" ON CENTER

GALV. RIBBED METAL ROOF SHEATHING

PURLINS TO BE SCREWED TO RAFTERS WITH MIN

4 "X3" ZINC WOOD SCREWS - (2) PER CONNECTION

ROOF DECKING TO BE ATTACHED IN ACCORDANCE TO

SECTION 1507.5 2001 FBC, ASTM A 653 G-90 ZINC COATED

AND INSTALLED PER MANUFACTURERS SPECIFICATIONS

12" PILING BY OTHERS INSTALLED

TO PROVIDE MINIMUM OF

2000 LB UPLIFT RESISTANCE

(2) 5

8 " GALV BOLTS, NUTS AND

WASHERS THRU PILING AND

(2) 2"X12" BEAM. BEAM TO BE

#2 SYP PT AND STAGGERED AT

MID SPAN 24" PILING TO BE

NOTCHED TO ACCEPT

(2) 2"X12" BEAM AS REQUIRED

2"X10" PT WOOD

FASCIA WITH

2" GALV. DRIP EDGE

DESIGN WIND SPEED 160 MPH (3 SEC GUST)

BASIC WIND SPEED 110 MPH

WIND IMPORTANCE FACTOR 1.0

WIND EXPOSURE D

ADJUSTMENT FACTOR

INTERNAL PRESURE COEFFICIENT N/A

COMPONENTS AND CLADDING

INTERIOR ROOF +16.0PSF / -27.0 PSF

EDGE ROOF +16.0 PSF / -53.3 PSF

CORNER ROOF +16.0 / -53.3 PSF

WINDOWS AND DOORS - N/A

16' 16"16"

18/18

This item has been digitally signed and sealed by Hans J.M. Wilson on the date adjacent to the seal.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

3-28-24

H16S TWIST STRAPS AT

EACH RAFTER TO BEAM

CONNECTION

7'6"

14'

6. Alternative 16' by 16' gazebo, SRP SQUARE 16 by Superior Recreational Products, previously approved by the City of Fort Myers. Design per 2017 FLORIDA BUILDING CODE, 6th Edition, referenced as an attachment.

18"

OVERHANG

AutoCAD SHX Text March 26, 2024 4:20:04 p.m.

AutoCAD SHX Text Drawing: FTM32MASTERCONST.DWG

Sheets and Views
Ftm32MasterConst-1FtmCover Page
OLE1
Ftm32MasterConst-2Bathy 11x17
OLE1
Ftm32MasterConst-3FtmExistSitePlan
OLE1
Ftm32MasterConst-4FtmProSitePlanWater
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Ftm32MasterConst-5FtmDetail A
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Ftm32MasterConst-6FtmDetail B
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Ftm32MasterConst-7FtmDetail C
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Ftm32MasterConst-8FtmXsect AA-BB
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Ftm32MasterConst-9FtmXsect CC
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Ftm32MasterConst-10FtmXsect DD
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Ftm32MasterConst-11FtmXsectEE-FF 11x17
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Ftm32MasterConst-12FtmXsect GG
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Ftm32MasterConst-13FtmProSitePlanLand
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Ftm32MasterConst-14FtmDetail D
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Ftm32MasterConst-15FtmDetail E
OLE1
Ftm32MasterConst-167Ftm Pro Sign Plan
OLE1
Ftm32MasterConst-17FtmErosionControl
OLE1
Ftm32MasterConst-18GazeboDetail
OLE1

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