Ftm37BidPlans_Riverside.pdf

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.

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

PREPARED FOR

RIVERSIDE DOCK AND PIER

REPLACEMENT

FORT MYERS, FLORIDA 33916

PROJECT LOCATION MAP

1" = 3000'

PREPARED BY:

THIS IS TO CERTIFY THAT THESE PLANS AND THE ASSOCIATED

CONSTRUCTION PROJECT ARE IN SUBSTANTIAL COMPLIANCE

WITH THE CITY OF FORT MYERS GROWTH MANAGEMENT CODE

WITH THE EXCEPTION OF THE FOLLOWING DEVIATIONS WHICH

HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS.

Deviations: No deviations required for this project

Florida P.E. #: 39680Hans J.M. Wilson, P.E.

Date

WATER & SEWER

CITY OF FORT MYERS PUBLIC WORKS DEPARTMENT

Fort Myers, FL 33916

(239) 321-8100

CENTURY LINK - TELEPHONE-FLORIDA

P. O. Box 370, Fort Myers, FL 33901

(239) 337-9460

LIST OF UTILITY SERVICE AREAS:

COMCAST CABLE

8061 Dani Drive, Suite 120, Fort Myers FL 33966

(239) 574-2020

TECO / PEOPLES GAS

5901 Enterprise Parkway, Fort Myers, FL 33905

(239) 690-5507

FLORIDA POWER AND LIGHT

1833 Lee Street, Fort Myers, FL 33901

(866) 263-9185

FORT MYERS CITY COUNCIL

2200 SECOND STREET

FORT MYERS, FLORIDA 33902

TELEPHONE (239) 321-7445 FAX (239) 344-5943

Engineering Division

NICOLE MONAHAN, P.E - City Engineer

DEPARTMENT OF PUBLIC WORKS

PETER BIENIEK - Public Works Director

MAYOR - KEVIN B. ANDERSON

WARD 1 - TERESA WATKINS BROWN

WARD 2 - JOHNNY W. STREETS, JR.

WARD 3 - TEROLYN WATESON

WARD 4 - LISTON BOCHETTE III

WARD 5 - FRED BURSON

WARD 6 - DARLA BONK

FORT MYERS CITY MANAGER

MARTY LAWING

INDEX OF DRAWING

Sheet 1 Cover

Sheet 2 Overall Site Aerial

Sheet 3 Detail A - Pier Replacement

Sheet 4 Detail B - Dock Replacement

Sheet 5 Detail C - Paddle Craft Launch

Sheet 6 Cross Section A-A

Sheet 7 Covered Deck Details

Sheet 8 Cross Section B-B

Sheet 9 Cross Sections C-C & D-D

Sheet 10 Cross Section E-E

Sheet 11 Lighting Assembly

Sheet 12 Technical Specifications

Sheet 13 Fire Suppression

CITY OF FORT MYERS

P.O. BOX 2217

FORT MYERS, FLORIDA 33902

PROPERTY OWNER:

CITY OF FORT MYERS

P.O. BOX 2217

FORT MYERS, FLORIDA 33902

PROPERTY DEVELOPERS:

Caloosa hatch ee R ive r

PROJECT LOCATION

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

M ar sh

A ve nu e

Se ab oa rd

S tre et

Ve ro ni ca

S

S ho em ak er B lv d.

Palm Beach Bouleva rd

Michigan Avenue

Ra ilro ad

Ballard Road

Martin Luther King Jr. Boulevard

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PALM BEACH

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MIAMI

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AVE

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AVE

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AVE

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DAYTONA

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BID PLANS, NOT FOR CONSTRUCTION

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-3.5'

-4'

-3.0'

-4'

-3.5'

-3.0'

Overall Site Plan

SCALE: 1" = 100'

City of Fort Myers Riverside Dock and Pier

Caloosahatchee River

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 50 100

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

Lee County Aerial 2022

11-5-24

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Se ab oa rd

S t.

Royalston Ave.

E R ive rsi de

D .r

Property Line

Property Line

Detail A

Note: Property lines reference Lee County Property Appraiser. Water depths reference tide station 872-5520.

MHW @ 0.06' NAVD, MLW @ -0.89' NAVD.

Detail B

Detail C

Sidewalk to be replaced

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BID PLANS, NOT FOR CONSTRUCTION

Detail A - Pier Replacement

SCALE: 1" = 30'

City of Fort Myers Riverside Dock and Pier

Caloosahatchee River

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 15 30

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

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11-5-24

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Property Line

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.

20'

10'

Proposed 10'w x 20'l covered deck section

Proposed 20' x 20' observation pier to be replaced in existing footprint

Proposed 6'w x 291'l main access dock to be replaced in existing footprint

6' 15' o.c. (Typ.)

A A

B

B

Note: Property lines reference Lee County Property Appraiser. Water depths reference tide station 872-5520.

MHW @ 0.06' NAVD, MLW @ -0.89' NAVD.

Existing seawall

Proposed solar lighting assembly at approximate 75' intervals (varies slightly) for total of (5) assemblies.

Lights to be located at bents (typ).

75'

110'

178'

10'

Proposed fire suppression stand pipe locations at approximate 145' intervals (varies slightly) for total of

(5) assemblies. Standpipes to be located at handrail posts per Hose Connection Detail

Sidewalk to be replaced

Proposed riprap over geotextile, 32cy of 12" - 18" stone

Existing light feature to remain

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AutoCAD SHX Text %%OHANS J.M. WILSON%%o

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REGISTERED PROFESSIONAL ENGINEER

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FLORIDA REGISTRATION NO. 39680

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DATE:____________________

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CA. LIC. NO. 8519

Detail B - Dock Renovations

SCALE: 1" = 30'

Caloosahatchee River

Hurricane damaged fixed wood main access dock to be replaced in existing footprint

Property Line

Note:

DEP permit No.: 36-0199469-001 COE permit No.: SAJ-2002-03456

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 15 30

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

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11-5-24

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244' 24'

6'

Proposed 6'w x 24'l floating paddlecraft launch as manufactured by Accu Dock, to replace damaged floating dock

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.

City of Fort Myers Riverside Dock and Pier

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AutoCAD SHX Text %%OHANS J.M. WILSON%%o

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REGISTERED PROFESSIONAL ENGINEER

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FLORIDA REGISTRATION NO. 39680

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DATE:____________________

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CA. LIC. NO. 8519

Detail C - Kayak Launch Plan

SCALE: 1" = 5'

Note:

DEP permit No.: 36-0199469-001 COE permit No.: SAJ-2002-03456

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 2.5 5

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

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11-5-24

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Caloosahatchee River

C

C

D D

24'

6'

6' (typ.)

10' o.c. (typ.)

Proposed 10" butt dia. wooden piling a minimum of 20' overall pile length. Piles to be wrapped with HDPE from 2' above MHW to 1' below mud line (Typ.)

E

E

City of Fort Myers Riverside Dock and Pier

Proposed 10' butt dia. wooden piling (3 total) for the floating paddlecraft launch to be 35' in length with the top driven to elevation 13.0' NAVD. Piles to be wrapped with HDPE from 2' above MHW to 1' below mud line (typ.)

Proposed Accu Dock paddlecraft launch float 6' x 24' Low Profile single section dock to be designed per manufacturer

Proposed 6'w x 268'l fixed wood access with Micro-Mesh decking to be built in the existing footprint

Proposed tidal mooring system

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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.

MHW= (+)0.06 NAVD88

MLW= (-)0.89 NAVD88

Cross Section A-A

SCALE: 1" = 4'

City of Fort Myers Riverside Dock and Pier

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

11-5-24

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Existing Grade (varies)

Proposed handrail to be replaced See Handrail Detail

Proposed 10'w x 20'l roof over covered deck section

20' x 20' observation pier to be replaced in existing footprint

10' Proposed 6'w x 291'l main access dock to be replaced in existing footprint

Proposed 3" x 12" No. 1 dense cap boards chamfered, not to extend past outer alignment of piles, and fastened with (2) 5

8 " dia. all thread bolts, per pile (typ.)

Proposed 3" x 12" No. 2 grade stringers installed 18" on centers max with hurricane grade twist straps (typ.)

42" 5'

15' (typ.)

along length of acess10'

~6.0' NAVD

Note: Property lines reference Lee County Property Appraiser. Water depths reference tide station 872-5520.

MHW @ 0.06' NAVD, MLW @ -0.89' NAVD.

See lighting assembly

Existing cross bracing to be reused with new hardware.

All proposed piling to be new piles wrapped with HDPE pile wrap at 1' below the mudline to 2' above MHW.

10'

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AutoCAD SHX Text %%OHANS J.M. WILSON%%o

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REGISTERED PROFESSIONAL ENGINEER

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FLORIDA REGISTRATION NO. 39680

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DATE:____________________

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CA. LIC. NO. 8519

AutoCAD SHX Text October 28, 2024 11:15:21 a.m.

AutoCAD SHX Text Drawing: FTM37MASTER.DWG

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.

Covered Deck Details

SCALE: 1" = 5'

City of Fort Myers Riverside Dock and Pier

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET1938 Hill Avenue, Fort Myers, Florida 33901 Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS

11-5-24

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0 2.5 5

CONNECTION SCHEDULE

MARK MANUFACTURER NO. TYPE UPLIFT CAP. NOTES/FASTENERS

1 SIMPSON LS70 560 10 - 10D NAILS

2 SIMPSON H16S 1470 10 - 10D NAILS

3 SIMPSON HCP1.81 605 6 - 10D NAILS

2 3

4 SIMPSON HRC22 480 6 - 10D NAILS

DESIGN WIND SPEED 160 MPH (3 SEC GUST)

BASIC WIND SPEED 110 MPH

WIND IMPORTANCE FACTOR 1.0

WIND EXPOSURE D

ADJUSTMENT FACTOR

INTERNAL PRESSURE 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/ANote: If any of the connectors shown are not obtainable, it is acceptable that an equal connector is used and the engineer is notified of the change

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

4. Trusses are designed to meet all load interaction, uplift, and lateral load requirements along with the information provided on this drawing

5. Contractor to coordinate all temporary bracing with H1B 91 specs

6. Provide grade 2 lumber for rafters

2" x 10" hip jack rafter

2" x 8" common rafter at 16" on center

2" x 10" fascia board

12" dia. butt piling, min.

40' in length to be installed to provide minimum of 2,000lb uplift resistance (roof piling only)

(2) 5 8 " x stainless steel bolts, nuts and washers through piling and beam. Beam to be #2 SYP PT. Piling to be notched to accept (2) 2" x 12" beam as required

H16S twist strap at each rafter to beam connection

2" x 10" PT wood fascia with 2" galvanized drip edge

2" x 10" PT wood ridge board 2" x 8" PT wood common rafter @ 16" on center 2" x 4" PT wood purlins @ 16" on center GALVALUME ® ribbed metal roof sheathing

Purlins to be screwed to rafters with #10- 3" SS screws , (2) per purlin, at each rafter connection

Roof decking to be attached in accordance to section

1507.5 2001 FBC. ASTM A 653 G-90 zinc coated and installed per manufacturer's specifications

7'

0 2.5 5

Purloins not shown Provide roof pitch of 6:12

# Denotes typical connector for similar situations unless otherwise noted

AutoCAD SHX Text %%OHANS J.M. WILSON%%o

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REGISTERED PROFESSIONAL ENGINEER

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FLORIDA REGISTRATION NO. 39680

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DATE:____________________

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CA. LIC. NO. 8519

AutoCAD SHX Text October 28, 2024 11:15:21 a.m.

AutoCAD SHX Text Drawing: FTM37MASTER.DWG

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BID PLANS, NOT FOR CONSTRUCTION

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MHW= (+)0.06 NAVD88

MLW= (-)0.89 NAVD88

Existing Grade (varies)

Cross Section B-B SCALE: Varies

City of Fort Myers Riverside Dock and Pier

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 1.5 3

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

11-5-24

NOG

8/13

6'w x 291'l main access dock to be replaced in existing footprint

10' x 10' observation deck to be replaced in existing footprint

2" x 6" side rail

2" x 6" cap rail

4" x 4" post secured with double 3

8 " dia.

carriage bolts (5' o.c.)

5" clearance

3" sq.

Drive SS Screws

Existing cross bracing to be reused with new hardware. Proposed 10" butt dia. wooden piling a minimum of 35' overall length. Piles to be wrapped with HDPE pile wrap at 1' below the mudline to 2' above MHW.

42"

Proposed 3" x 12" No. 1 Dense cap boards chamfered, not to extend past outer alignment of piles, and fastened with (2) 5

8 " dia. all thread bolts, per pile (typ.)

Proposed 3" x 12" No.

2 grade stringers installed 18" on centers max with hurricane grade twist straps (typ.)

2" x 2" balusters on 5" centers (typ.)

0 1 2

Handrail Detail SCALE: 1" = 2'Cross Section B-B

SCALE: 1" = 3'

5" clearance

5' spacing (typ.)

42" (typ.)

3" sq. Drive SS Screws

Proposed 3" x 12" No. 1 Dense cap boards chamfered, not to extend past outer alignment of piles, and fastened with (2) 5

8 " dia. all thread bolts, per pile (typ.)

~6.0' NAVD

Note: Property lines reference Lee County Property Appraiser. Water depths reference tide station 872-5520.

MHW @ 0.06' NAVD, MLW @ -0.89' NAVD.

Proposed Micro-Mesh 1 1 2 " deep x 3

4 "

sq. top mesh decking to be secured with FiberGrate M-Clips spaced 24" max at each direction (typ.)

M-Clip Plan View

Proposed M-Clip

Proposed #8 x 2 2 " L wood screw

M-Clip Section View

Proposed #8 x 2 1

2 " L wood screw

Proposed M-Clip

Proposed stringer

Proposed 1 1 2 " deep Micro-Mesh

3" x 12" Stringer

Not To Scale Not To Scale

4" x 4" post secured with double 8 " dia. carriage bolts (5' o.c.)

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Cross Sections C-C & D-D

SCALE: 1" = 3'

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 1.5 3

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

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JWA

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Paddlecraft launch float by Accu Dock

Approximate existing grade

Proposed 10' butt dia. wooden piling (3 total) for the floating paddlecraft launch to be 35' in length with the top driven to elevation 13.0' NAVD. Piles to be wrapped with HDPE from 2' above MHW to 1' below mud line (Typ.).

Proposed 6'w x 268'l fixed wood access with Micro-Mesh decking to be built in the existing footprint

City of Fort Myers Riverside Dock and Pier

6'

Approximate existing grade

MHW= (+)0.06 NAVD

MLW= (-)0.89 NAVD

Proposed 6' x 24' single section Accu Dock floating paddlecraft launch to be designed per manufacturer

Cross Section D-D

Cross Section C-C

MHW= (+)0.06 NAVD

MLW= (-)0.89 NAVD

Proposed tidal mooring system, Seahorse Docking Heavy Duty Flex Slide is an acceptable product

24' Minimum 3" gap between fixed dock and floating launch

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MHW= (+)0.06 NAVD88

MLW= (-)0.89 NAVD88

Proposed 4" x 4" toe rail

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.

6'

Cross Section E-E

SCALE: 1" = 2'

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 1 2

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

11-5-24

JWA

10/13

Proposed 2" x 4" x 12" block to elevate the toe rail

5'

See Toe Rail Detail

4"x4" toe rail lap splice (typ.)

3/8" carriage bolts w/ 2-1/2" fender washers (typ.)

Toe Rail Detail Not To Scale

Proposed 3" x 12" No. 2 stringers installed 18" on centers max (Typ.).

Proposed 3" x 12" No. 1 Dense cap boards chamfered, to extend past outer alignment of handrail, and fastened with (2) 5

8 " in dia.

all thread bolts, per pile (Typ.)

3'

Approximate existing grade

Proposed hurricane twist straps

Proposed 6'w x 268'l fixed main access dock to be replaced in existing footprint

M-Clip Plan View

Proposed M-Clip

Proposed #8 x 2 1 2 " L wood screw

M-Clip Section View

Proposed #8 x 2 2 " L wood screw

Proposed M-Clip

Proposed stringer

Proposed 1 1 2 " deep Micro-Mesh

3" x 12" Stringer

Not To Scale

Not To Scale

Proposed Micro-Mesh 1" deep x 3

4 " sq. top mesh decking to be secured with FiberGrate M-Clips spaced 24" max at each direction (Typ.)

City of Fort Myers Riverside Dock and Pier

2" x 4"x 12" block

Proposed 10' butt dia. wooden piling for the paddlecraft launch access dock to be 20 in length with the top driven to final grade. Piles to be wrapped with HDPE from 2' above MHW to 1' below mud line (Typ.).

3'

AutoCAD SHX Text %%OHANS J.M. WILSON%%o

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REGISTERED PROFESSIONAL ENGINEER

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FLORIDA REGISTRATION NO. 39680

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DATE:____________________

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CA. LIC. NO. 8519

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TOWNSHIP: 44 S

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SCALE: VARIES

City of Fort Myers Riverside Dock and Pier

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 4" x 4" wood post for railing (typ.)

Proposed 4" x 6" wood post to replace 4" x 4" at the lighting locations

Proposed 12W solar powered LED Walkway Light Code: SGDW012-5K as supplied by LED Lighting Solutions

Proposed Fibergrate 2" outside diameter fiberglass round tube

Proposed 4" x 6" wood post at the lighting locations

Proposed Fibergrate 2" outside diameter fiberglass round tube

Proposed FRP 4"x1-1/8"x1/4" channel

Proposed DX ® Engineering U-Bolt Saddle Clamp

Proposed 4" x 6" wood post at the lighting locations

Proposed Fibergrate 2" outside diameter fiberglass round tube

Proposed FRP 4"x1-1/8"x1/4" channel

Proposed DX ® Engineering U-Bolt Saddle Clamp

Lighting Assembly Plan View Not To Scale

Proposed FRP 4"x1-1/8"x1/4" channel

Proposed DX ® Engineering U-Bolt Saddle Clamp

Proposed 3/8" dia carriage bolt to include the FRP channel

Lighting Profile A-A Lighting Cross Section B-B 1" = 4'1" = 4'

Lighting Assembly Cross Section 1" = 1'

Lighting Assembly Profile View 1" = 1'

10'

See Lighting Assembly Profile View

See Lighting Assembly Cross Section View

See Lighting Assembly Plan View

0 0.5 1

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AutoCAD SHX Text %%OHANS J.M. WILSON%%o

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REGISTERED PROFESSIONAL ENGINEER

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FLORIDA REGISTRATION NO. 39680

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DATE:____________________

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CA. LIC. NO. 8519

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BID PLANS, NOT FOR CONSTRUCTION

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Technical Specifications SHEET1938 Hill Avenue, Fort Myers, Florida 33901

Office: 239-334-6870 Fax: 239-334-7810 MARINE and ENVIRONMENTAL CONSULTANTS JWA

12/13

TECHNICAL SPECIFICATIONS

TS-1.0 Mobilization and Demobilization

TS-1.1 Mobilization will include all activities and costs for transportation of personnel, equipment, and supplies/materials to the site, establishment of offices and other necessary facilities for the CONTRACTOR's operations at the site. Mobilization alone will not be considered as work in fulfilling the contract requirement for commencement of Work.

TS-1.2 Demobilization will include all activities and costs for transportation of personnel, equipment, and supplies/materials not used in the

Contract, including the disassembly, removal, and site cleanup of any offices or other facilities assembled on the site for the construction.

Upon demobilization, the CONTRACTOR will restore all access areas to the same condition as prior to mobilization.

TS-1.3 This line item includes mobilization and demobilization required by the Project at the time of award. If additional mobilization and demobilization is required during the performance of the Work due to changed, deleted, or added items of Work, compensation for such costs will be awarded to the CONTRACTOR by the OWNER. Additional mobilization and demobilization resulting from an error on the

CONTRACTOR's behalf will be solely the responsibility of the CONTRACTOR.

TS-1.4 All equipment and materials will be mobilized and demobilized in accordance with all local, state, and federal laws related to transportation and safety.

TS-2.0 Demolition and Disposal

TS-2.1 Demolition will include the removal of the existing over the water structures to be rebuilt and to include existing sidewalk / walkway to be replaced as noted on the plans. All piling are to be removed in their entirety. All demolition material will be removed from the site and disposed of properly. Reusable material will be notified to the CONTRACTOR by the Engineer. Proper disposal is the responsibility of the

CONTRACTOR. In addition, the construction will be done to accommodate navigation.

TS-3.0 Fixed Pier, Fixed Dock, & Floating Launch Construction, Materials, and Testing

Design Live Load 100 psf for Commercial

Decking Micro-Mesh ® 1" Deep x 3/4" Sq Top Mesh or Engineer Approved Equal

Pier Piling 10” butt diameter, 35' Minimum Length, 2.5pcf CCA treated

Roof Piling 12” butt diameter, 40' Minimum Length, 2.5pcf CCA treated

Dock Piling 10” butt diameter, 20' Minimum Length, 2.5pcf CCA treated

Floating Launch Piling 10" butt diameter, 35' Minimum Length, 2.5pcf CCA treated

Stringers 3"x12" #2 S4S Southern Yellow Pine on 18” centers max

Cap boards Double 3”x12” #1 Dense Rough Sawn Southern Yellow Pine

Cross Bracing 3" x 10" structural plastic lumber or Engineer approved equal fastened w/ (1) 5/8" dia. stainless steel through bolts

TS-3.1 Decking - Decking material will be Micro-Mesh ® 1" Deep x 3/4" Sq Top Mesh . Decking will be secured with a Type 316SS M-Clip spaced every 24" max per stringer. Each M-Clip will be secured with a #8 2-1/2" L Wood SS Screw. Installation methods will follow the

FiberGrate ® 1-1/2" Deep Micro-Mesh® Molded Grating Engineering Specifications. Decking panels will be 4'w x 12'l panels and be fabricated per manufacturer recommendations if the panels do not match the substructure configuration.

TS-3.2 Stringers - Stringers will be #2 Dense Southern Yellow Pine treated with Chromium Copper Arsenate (CCA) with a minimum retention of 0.6 pcf. Lumber will be finished dimensional lumber(S4S) . The outboard stringers will be scabbed not less than 18" per stringer end. The scab will be nailed to the stringer, with not less than (4) 30d stainless steel ringshanked nails per stringer end. The scab and stringer will be bolted with (1) 5/8” diameter through bolt, washers, and nuts to proximate piles. The intermediate stringers may be lapped not less than 18", or may be scabbed not less than 18" per stringer end. Lapped stringers will be attached with not less than (4) 30d stainless steel ringshanked nails. One 90-degree stainless steel twist strap will be installed on each stringer, one per pile bent. All bolts, washers and nuts will be stainless steel.

TS-3.3 Cap Boards - Cap boards will be #1 Dense Rough Sawn Southern Yellow Pine treated with Chromium Copper Arsenate (CCA) with a minimum retention of 0.6 pcf. Cap boards will be double bolted with 5/8” diameter through bolts, washers, and nuts. Cap board ends will be chamfered at a 45° angle and will extend 6" past the outer alignment of the pilings. Attachment hardware will be trimmed back to the nut and sanded to ensure there are no sharp edges from the trimming. All bolts, washers and nuts will be stainless steel.

TS-3.4 Piling - All proposed pilings will be of Southern Yellow Pine meeting ASTM D25 specifications. Piling will be treated with

Chromate Copper Arsenate (CCA) with a minimum retention of 2.5 pcf. All piling will be clearly and permanently marked with a brand, or a manufacturer's certification which contains the following information; suppliers' brand, plant designation, month and year of treatment, species of timber, length and class of pile, type and retention of preservative used for treatment. All pilings will be driven or jetted into the bottom. If driven, care must be taken not to damage the piles. All piling will have a minimum overall pile length as noted in T.S-3.0

The top of all piles will be driven or jetted in such a manner that all finished pile head surfaces will be on a horizontal plane unless noted otherwise. The CONTRACTOR will provide evidence, such as a report or other documentation from a geotechnical/engineering testing firm, that the pilings meet the required bearing capacity of 1.5 tons per piling. CONTRACTOR may determine capacity with either a static test load or by blow counts while driving piles. The Contractor will install High Density Polyethylene (HDPE) pile wrap on all CCA treated piling from 1' below the mud line to 2' above the MHW line. The pile wrap will be commercial grade, minimum 30-mil thickness with a minimum of a 24" overlap. Before installing wrap, pile will be cleaned, removing all foreign matter for the entire length to be protected. This includes all existing surface projections (i.e., nails, bolts, large splinters) and any other surface defects that would penetrate or damage the wrap. Wrap will be secured with stainless steel nails on 4” centers along the seam and around the upper and lower rims, in accordance with manufacturer's requirements.

TS-3.5 Floating Dock Structure - OWNER will coordinate with the CONTRACTOR on delivery and assembly of the floating paddlecraft launch. It is anticipated that the floating dock structure will be an ACCU Dock® single float and installed per manufactures specifications.

The floating launch will be secured to its piling by use of tidal moorings, to be installed on all piling, atop of the HDPE pile wrap.

TS-3.6 Hand Rail - Railing posts for the pier handrail will be double bolted to the stringers with 3/8" dia. carriage bolts, washers and nuts.

Bolts will be of an appropriate length for the application. Where stringers are not flush with edge of decking a block of stringer lumber 6" in length will be used as a spacer between the proximate stringer and the post. Top side rails and bottom side rails will be fastened with stainless steel 3" square drive stainless steel decking screws (2) per post. Top side rails and bottom side rails will be butt spliced with stainless steel 3" square drive stainless steel decking screws (2) per board end. Top side rails and bottom side rails will be installed with joints between boards positioned such that they occur at rail posts only. The cap rails will be fastened to the top side rail using 3" square drive stainless steel decking screws @ 12" on center minimum. Cap rails will have lap joints as shown in the plan detail. Balusters will be pre-drilled and fastened to the top side rail and bottom side rail using 3" square drive stainless steel decking screws (2) per rail.

TS-3.7 Toe Rail - Toe rail shall be #1 dense Southern Yellow Pine pressure treated with Chromium Copper Arsenate (CCA) with a minimum retention of 0.6 pcf. , set on top of spacer blocks and fastened to the deck with 3/8” carriage bolts, washers and nuts (2) per spacer. Bolts shall be of an appropriate length for the application. Toe rails shall be installed using lap joints positioned such that they occur at spacer locations only. Lap joints shall be as shown in the plan detail.

TS-4.0 Lighting and Infrastructure

Lighting 12W Solar Powered LED Walkway Light Code: SGDW012-5K supplied by LED Lighting Solutions

Tubing FIBERGRATE Fiberglass Round Tube: 2" Outside dia.

Bolts DX ® Engineering U-Bolt 2" Saddle Clamp in stainless steel

Posts 4" x 6" wood posts 0.6 pcf CCA treated

Channels Bedford FRP 4"x1-1/8"x1/4"TS-5.1

The preceding list of components are to be assembled in accordance with the plan sheet for the Lighting Assembly. Contractor will acquire and assemble a total of (5) lights, to be located as shown on the Pier Replacement Detail sheet.

TS-5.0 Sidewalk / Walkway - Sidewalk is conform to City of Fort Myers Technical Specifications, Section 03310, Cast-In Place

Concrete unless noted otherwise in this specification. All proposed sidewalk and walkways will be 6" thick, FDOT Class I, 3,000 psi concrete, without reinforcing. Where abutting existing concrete or asphalt a 4" tall x

" thick expansion joint material will be placed the length of the seam. At maximum 100' intervals there will be an expansion joint placed perpendicular to the sidewalk. Control cracks to be cut a minimum of 1-1/2" deep, 5' o.c.

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.

11-5-24 City of Fort Myers Riverside Dock and Pier

AutoCAD SHX Text October 28, 2024 11:15:21 a.m.

AutoCAD SHX Text Drawing: FTM37MASTER.DWG

AutoCAD SHX Text %%OHANS J.M. WILSON%%o

AutoCAD SHX Text

REGISTERED PROFESSIONAL ENGINEER

AutoCAD SHX Text

FLORIDA REGISTRATION NO. 39680

AutoCAD SHX Text

DATE:____________________

AutoCAD SHX Text

CA. LIC. NO. 8519

Fire i n i n in in in in i n

3in

3in

3in

3in

3in

4in4in4in4in i n i n i n i n i n in in in in in in in in in i n

DATUM: NAVD88

SCALE: Varies

SHEET:13/13DRAFTER: JAW

DATE: 5/11/24 FILE: Ftm37

0' 15' 30'

Fire Protection Plans

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

Riverside Dock & Pier Replacement

Applicable Design Standards

Caloosahatchee River

Authority Having Jurisdiction (AHJ) : City of Fort Myers Fire Department

Adopted Design Standards : NFPA 14, 2019 Edition & NFPA 303, 2021 Edition

Standpipe Placement Requirements NFPA 303, 2021, 6.3.1 : Class I standpipe systems shall be provided for piers, bulkheads, and buildings where the hose lay distance from the fire apparatus exceeds 150 ft.

NFPA 303, 2021, 6.3.3 : Class I standpipe systems, where installed, shall be in accordance with NFPA 14 except for the provisions identified in 6.3.4.

NFPA 303, 2021, 6.3.4 : Hose racks, hoses, and standpipe cabinets shall not be required on piers and bulkheads.

NFPA 14, 2019, 13.4.2.3.6 : Fire department connections shall be located not more than 100 ft from the nearest fire hydrant or approved water supply.

NFPA 14, 2019, 13.4.2.3.7 : The location of the fire department connection shall be permitted to exceed 100 ft subject to the approval of the AHJ.

NFPA 14, 2019, 13.5.1.2 : Where required to be provided, hose connections shall be located in accordance with 13.5.1.2.

NFPA 14, 2019, 13.5.1.2.1 : Hose connections shall be provided every 150 ft.

NFPA 14, 2019, 13.5.1.2.3 : Hose connections shall be provided so that all portions of the walking surface of the pier, dock, or similar structure are within 130ft of a hose connection.

FDC & Hose Connection Height Requirements NFPA 14, 2019, 13.5.1.1.1 : Hose connections and hose stations shall be unobstructed and shall be located less than 3ft or more than 5ft above the walking surface where they are installed.

NFPA 14, 2019, 13.5.1.1.1.1 : This dimension shall be measured from the walking surface to the center of the hose valve.

NFPA 14, 2019, 13.4.2.3.8 : Fire department connections shall be located not less than 18 in and not more than 48 in above the level of the adjoining ground, sidewalk, or grade surface.

134'

Fire Extinguishers Not Required NFPA 303, 2021, 6.1.1.1.1 : Placement of portable fire extinguishers on piers and along bulkheads where vessels are permitted to be moored shall meet the following criteria:

(1) Extinguishers listed for Class A, Class B, and Class C fires shall be installed at the pier/land intersection on a pier that exceeds 25 ft in length.

(2) Additional fire extinguishers shall be placed such that the maximum travel distance to an extinguisher does not exceed 75 ft.

(3) Extinguishers shall be protected from environmental exposures to prevent damage and lack of operability.

Technical Specifications: Fire Protection System Materials, Construction, & Testing

TS-1.1 Upland Fire Lines - Fire lines located on the upland will be buried a minimum of 30" below the finished grade.

TS-1.2 HDPE Pipe - All HDPE pipe will be SRD11 rated for a minimum safe working pressure of 200 psi.

TS-1.3 Hangers - Fire lines will be secured with appropriately sized stainless steel hangers and fasteners to the wooden substructure. Hangers will be attached to the stringers. Hangers will not exceed a maximum of 4' spacing

TS-1.4 Hardware - All fittings, hangers, and other hardware will be 316 stainless steel, unless otherwise noted.

TS-1.5 90° Elbow - All 90° elbows will be long radius bends.

TS-1.6 Materials - All valves, connections, or other materials used in construction will be installed per the manufactures specifications and recommendations.

TS-1.7 Testing - The CONTRACTOR will provide all fire flow, pressure test, or other testing required by the AHJ to secure and close out all local building permits. The CONTRACTOR will make any repairs or other adjustments necessary to pass final testing with the AHJ.

TS-1.8 Excavation - The CONTRACTOR is responsible for all directional bores or trenching required to install the fire protection system on the upland. The CONTRACTOR will be required to repair any pavement disturbed during installation. If directional bores are performed it will be the CONTRACTORS responsibility to provide the bore and repair any incidental damage to utilities. Care must be taken to avoid damaging or disturbing of tiebacks when trenching near seawalls.

TS-1.9 Existing Utilities - The CONTRACTOR is responsible for performing all testing or surveying deemed necessary to locate and avoid existing utilities within the project area.

Existing fire hydrant

NOTE: Property lines per Lee County Property Appraiser. Refer to Pier/Dock Replacement plans by HWA for pier dimensions, materials, and connections.

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

Sunshine State one call of Florida, Inc

Structural members and connections per Pier Replacement Plans by HWA.

Outline of Riverside Dock per construction plans by HWA

Hose connection per details

15'

155'125'

Proposed Riverside Dock FDC at base of Dock

Kayak Launch per construction plans by HWA

Hose Connection Detail

SCALE: 1" = 3"

36" min.

60" max.

Secure aluminum stand to outside stringer with SS through bolts

6" dia. 0.125" thick aluminum fire house valve stand painted white

3" SRD11 HDPE pipe housed in aluminum stand

Lee County Aerial 2023

Proposed Fire Protection Plan

SCALE: 1" = 30"

Property line per Lee County Property Appraiser

Outline of Riverside Pier per construction plans by HWA

Hose connection per details

58'

Approximate mean high water line

Proposed Riverside Pier FDC

2-1/2" hose valve

Aluminum stand through top rail

Side rails and pickets continuous

SRD11 HDPE pipe secured with stainless steel hangers on 4' centers, typ.

Fire line will transition under stringers

Hose Connection Detail

SCALE: 1" = 3"

SRD11 HDPE pipe secured with stainless steel hangers on 4' centers, typ.

Fire line will transition under stringers

2-1/2" hose valve

Aluminum stand through top rail

Secure aluminum stand to outside stringer with SS through bolts

Side rails and pickets continuous

Note: View shown from waterward side of pier

Fire Department Connection Detail

SCALE: 1" = 2"

24"x24"x4" thick concrete pad

Finished Grade

Guardian free standing FDC model No.

6224, or approved equal. Two (2) 2-1/2" fire department connections to 4" pipe.

90° long turn elbow

Label: "MANUAL DRY

STANDPIPE RIVERSIDE PIER"

SRD11 HDPE

30" min, Typ.

SS strap supporting pipe

4-1/2" x 4-1/2" x 1/2" stainless steel angle secured with SS through bolts

Core through seawall based on pipe size. Seal gap between pipe and wall with waterproof membrane.

Seawall Anchor Detail

SCALE: N.T.S.

SRD11 HDPE pipe secured with stainless steel hangers on 4' centers, typ.

45° Elbow

Existing vinyl seawall

Existing concrete cap

8'

Existing seawall per Lee County Aerial

Route fire line through seawall per Seawall Transition Detail

Riverside

PIER

Riverside

DOCK

SECTION: 7

TOWNSHIP: 44 S.

LATITUDE: 26°39'27" N

LONGITUDE: 81°51'11" W

RANGE: 25 E.

LEGEND:

Existing Fire Hydrant

Proposed Fire Department Connection

Proposed Hose Connection

Proposed 4" SRD11 HDPE

Proposed 3" SRD11 HDPE

4in

3in

4in

3in

Structural members and connections per Dock Replacement Plans by HWA.

Hose Connection Detail

SCALE: 1" = 3"

Fire Department Connection Detail

SCALE: 1" = 3"

Fire line will transition under stringers

36" min.

60" max.

2-1/2" Hose valve

Secure aluminum stand to outside stringer with SS through bolts

6" dia. 0.125" thick aluminum fire house valve stand painted white

SRD11 HDPE pipe secured with SS hangers on 4' centers, Typ.

Toe rail will be continues

3" SRD11 HDPE pipe housed in aluminum stand

Guardian clappered snoot check valve model number 6418/9 to 2-1/2" FDC

Fire line will transition under stringers

Secure aluminum stand to outside stringer with SS through bolts

6" dia. 0.125" thick aluminum fire house valve stand painted white

Toe rail will be continues

3" SRD11 HDPE pipe hosed in aluminum stand

90° angle

18" min.

48" max.

Structural members and connections per Dock Replacement Plans by HWA.

SRD11 HDPE pipe secured with SS hangers on 4' centers, Typ.

Label: "MANUAL DRY STANDPIPE

RIVERSIDE DOCK"

Riverside Pier Details Riverside Dock Details

Riverside Community Center Strap: 07-44-25-P4-00109.0010 Address: 3061 E Riverside Dr, Fort Myers Owner: City of Fort Myers

Structural members and connections per Pier Replacement Plans by HWA.

45° Elbow

110'

71'

64'

239' 24'

55'

55'

77'

120'

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.

AutoCAD SHX Text

FEET

AutoCAD SHX Text

SCALE

AutoCAD SHX Text October 28, 2024 11:15:21 a.m.

AutoCAD SHX Text Drawing: FTM37MASTER.DWG

AutoCAD SHX Text %%OHANS J.M. WILSON%%o

AutoCAD SHX Text

REGISTERED PROFESSIONAL ENGINEER

AutoCAD SHX Text

FLORIDA REGISTRATION NO. 39680

AutoCAD SHX Text

DATE:____________________

AutoCAD SHX Text

CA. LIC. NO. 8519