Ftm37-BidPlans_TarponStreetPier7-16-24.pdf

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

Plans Prepared for:

City of Fort Myers 2200 Second Street Fort Myers, FL 33901

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

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

PROVIDED 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 Overall Site Plan 3 Detail A - Pier Replacement 4 Cross Section A-A 5 Cross Section B-B 6 Lighting Assembly 7 Technical Specifications 8 Fire Suppresion

City of Fort Myers 715 Tarpon Street

Tarpon Street Pier Replacement

Project Location

Project Location

Location MapVicinity Map SCALE: 1" = 10 mi.

0 1250 2500

SCALE: 1" = 2,500'

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

Note: Any alterations to the following plan set must be discussed with and approved by the Engineer of Record prior to construction.

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BID PLANS, NOT FOR CONSTRUCTION

Overall Site Plan

SCALE: 1" = 200'

Detail A

Caloosahatchee River

Tarpon St.

Property Line

Tarpon Street Pier

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 100 200

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

Lee County Aerial 2022

6-26-24

NOG

2/8

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

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

Ed ge woo d A ve.

City of Fort Myers Tarpon Street Pier

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Caloosahatchee River

Tarpon St.

Pr op er ty

L in e

SECTION: 7

TOWNSHIP: 44 S

RANGE: 25 E

SHEET

0 25 50

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

Lee County Aerial 2022

6-26-24

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

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

Detail A - Pier Replacement

SCALE: 1" = 50'

A A B

B

17.6'

8' 6'

Proposed 8'w x 256'l fixed main access dock to be replaced in existing footprint

Proposed 6'w x 435'l fixed main access dock to be replaced in existing footprint

Proposed 7'l transition from the 6'w fixed main access dock to the 8' wide main access dock

Proposed 17.6'w x 20'l observation pier to be replaced in existing footprint

15' o.c.

20'

Proposed solar lighting assembly at approximate 90' intervals (varies slightly) for total of (9) assemblies.

Lights to be located at bents (typ.)

90'

Pr op er ty

L in e

City of Fort Myers Tarpon Street Pier

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

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

Cross Section A-A

SCALE: 1" = 3'

6' (typ.)

17.6' w x 20'l observation pier to be replaced in existing footprint

8'w x 256'l main access dock to be replaced in existing footprint

5' (typ.)

8.8' (typ.) 15' (typ.)

MHW= (+)0.06 NAVD88

MLW= (-)0.89 NAVD88

Proposed 12" butt dia. wooden piling (typ.)

with tip penetration a minimum of 40% of the overall pile length or minimum penetration @ 10'. Piles to be wrapped with HDPE from 2' above MHW to 1' below mud line (typ.).

Approximate existing grade

36"

5" Clearance

Proposed 2" x 8" cap rail fastened with (2) 3" screws

Proposed 2" x 6" side rail fastened with (1) 3

8 " dia. carriage bolt (typ.)

Proposed 4" x 4" wood post with 3

8 " dia. carriage bolts for handrail connection (typ.)

Note: At each pile bent, a 2" x 4" diagonal brace is to be constructed and connected with a 3

8 " dia.

carriage bolt at the cap board and the hand rail post (typ.)

Proposed 3" x 12" No. 1 Dense grade cap boards chamfered, to extend 2' 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.)

Proposed 2" x 10" composite cross bracing at every other pile bent starting from outermost piling bent

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.)

See lighting assembly

City of Fort Myers Tarpon Street Pier

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

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5/8Cross Section B-B

SCALE: 1" = 2'

MHW= (+)0.06 NAVD88

MLW= (-)0.89 NAVD88Proposed 12" butt dia. wooden piling (typ.)

with tip penetration a minimum of 40% of the overall pile length or minimum penetration @ 10'. Piles to be wrapped with HDPE from 2' above MHW to 1' below mud line (typ.).

Proposed 2" x 8" cap rail fastened with (2) 3" screws Proposed 4" x 4" wood post with 3 8 " dia carriage bolts for handrail connection (typ.)

Proposed 3" x 12" No. 1 Dense grade cap boards chamfered, to extend 2' 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.)

Proposed 2" x 10" composite cross bracing at every other pile bent starting from outermost piling (typ.)

5" Clearance

Proposed 6'w x 435'l main access dock to be replaced

Approximate existing grade

Note: At each pile bent, a 2"x4" diagonal brace is to be constructed and connected with a 3

8 " dia carriage bolt at the cap board and the hand rail post (typ.)

2'

Proposed 2" x 6" side rail fastened with (1) 8 " dia carriage bolt (typ.)

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

City of Fort Myers Tarpon Street Pier

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6/8Lighting Assembly

SCALE: VARIES

City of Fort Myers Tarpon Street Pier

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

Proposed 4" x 6" wood post 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

Not To Scale

10'

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" = 5'1" = 5'

1" = 1'1" = 1'

Lighting Assembly Plan View Lighting Assembly Cross SectionLighting Assembly Profile View

See Lighting Assembly Profile View

See Lighting Assembly Cross Section View

See Lighting Assembly Plan View

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7-3-24 Technical Specifications

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

7/8

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 structures. All piling must be removed at or below the mudline. All demolition material will be removed from the site and disposed of properly. Reusable piling 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 adjacent navigation.

TS-3.0 Fixed Dock Construction, Materials, and Testing

Design Live Load 100 psf for Commercial

Decking Micro-Mesh ® 1-1/2" Deep x 3/4" Sq Top Mesh or Engineer Approved Equal

Piling 12” butt diameter, 2.5pcf CCA treated with varying lengths

Stringers (5) 3"x12" #2 S4S Southern Yellow Pine on 18” centers max

Cap boards Double 3”x12” #1 Dense Rough Sawn (Full Dimension) 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 ® 1-1/2" 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 t he panels do not match the substructure configuration.

TS-3.2 Stringers - Stringers will be #2 S4S Southern Yellow Pine treated with Chromium Copper Arsenate (CCA) with a minimum retention of 0.6 pcf. The outboard stringers will be scabbed not less than 18" per stringer end. The scab will be attached to the stringer, with not less than (4) 16d stainless steel ringshanked nails or (4) 3" square drive stainless steel decking screws per stringer end. 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) 16d stainless steel ringshanked nails or (4) 3" square drive stainless steel decking screws. 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 (Full Dimension) 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 all thread bolts, washers, and nuts. Cap board ends will be chamfered at a 45° angle and will extend 2' 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 dock pilings will be of Southern Yellow Pine meeting ASTM D25 specifications. Dock 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 pile tip penetration of 40% of the overall pile length. 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 Railing - Railing posts will be double bolted to the stringers with 3/8” 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. The top cap rail will be fastened to the top of the posts with stainless steel ringshanked 16d nails, (2) per post or

3” square drive stainless steel decking screws (2) per post. All rails will be butt spliced with stainless steel ringshanked 16d nails, (2) per board end or 3” square drive stainless steel decking screws (2) per board end. All side rails will be installed with joints between boards positioned such that they occur at rail posts only. The joints will be fastened to the top side rail using 3” square drive stainless steel decking screws or stainless steel ringshanked 16d nails at 12” on center minimum. At each pile bent, a 2"x4" diagonal brace is to be secured with a 3/8" carriage bolt at the cap board and the hand rail post as shown in the plan set.

TS-4.0 Turbidity Management

TS-4.1 Turbidity screens consistent with permit conditions will be deployed around the working areas within the marina. They will remain in place until all construction activities are complete and the turbidity subsides to state standards. It will be the responsibility of the CONTRACTOR to assure that turbidity levels do not exceed acceptable state standards of 29 NTU's above the background within the Caloosahatchee River. If techniques deployed for turbidity containment are insufficient, all construction operations are to be halted and turbidity controls modified to prevent further violation of state standards.

TS-5.0 Dock Utilities, Lighting and Infrastructure

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

Tubing FIBERGRATE Fiberglass Round Tube: 2" Outside dia.

Bolts DX ® Engineering U-Bolt Saddle Clamp

Posts 4" x 6" wood posts

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

TS-5.1 The OWNER will be responsible for all utility construction and coordination with the CONTRACTOR. Lighting options will be provided by the Engineer with OWNER approval .

TS-6.0 Permits and Authorizations

TS-6.1 The CONTRACTOR will comply with all conditions of the State, the Federal, and all necessary Local authorizations. The State and Federal authorizations will be supplied by the ENGINEER and the Local authorizations will be supplied by the OWNER.

TS-6.2 The permits and authorizations relating to the proposed Work include the following. It is the responsibility of the CONTRACTOR to make sure they have all necessary copies.

- FDEP Permit File No. 0200694-002 EE, (Qualified for State Programmatic General Permit VI-R1 with the U.S. Army Corp of Engineers)

- Local Authorizations, per the CONTRACTOR'S responsibility

TS-7.0 Confirmation of Work

TS-7.1 The ENGINEER will conduct periodic site visits during construction to observe progress and confirm compliance with the permits, plans, and specifications.

City of Fort Myers Tarpon Street Pier

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DATUM: NAVD88

SCALE: Varies

SHEET: 1/1DRAFTER: JAW

DATE: 5/11/24 FILE: Ftm37

0' 20' 40'

Fire Protection Plans

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

Tarpon Street 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, 13.5.1.2 : 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.

115'

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.

General Conditions

GC-1 Means and Methods - The CONTRACTOR is solely responsible for all construction means, methods, techniques, and procedures including construction layout, and the sequence of the

Work.

GC-2: Layout of Work - It is the CONTRACTOR'S responsibility to layout the work. The

CONTRACTOR will furnish such stakes, equipment, tools, and qualified personnel as may be required for any layout of the Work and for maintaining such staking as necessary for the completion of the Work.

GC-3 Site Conditions - The CONTRACTOR will perform investigations that CONTRACTOR deems necessary to determine the soil conditions for the new construction.

GC-4 Plan Discrepancies - Construction drawings will be used in conjunction with job specifications and site permit drawings. All dimensions and conditions must be verified in the field. Any discrepancies will be brought to the attention of the ENGINEER before proceeding with the affected part of the Work.

GC-5 Mobilization & Demobilization - All equipment and materials will be mobilized and demobilized in accordance with all local, state, and federal laws related to transportation and safety.

GC-6 Local Authorization - The CONTRACTOR will be responsible for obtaining all necessary local authorizations prior to commencement of construction.

Existing fire hydrant

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

145' 145' 145' 145'

90'

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

Sunshine State one call of Florida, Inc

251'

31'

7' Tarpon Street

Ea st R iver D rive

2-1/2" hose valve

Structural members and connections per Pier Replacement Plans by HWA.

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

Hose Connection Detail

SCALE: 1" = 3"

Fire Department Connection Detail

SCALE: 1" = 2"

24"x24"x4" thick concrete pad

Finished Grade

Guardian free standing FDC model No.

6236, or approved equal. Three (3) 2-1/2" connections to 6" pipe.

90° long radius elbow

Label: "MANUAL DRY

STANDPIPE TARPON STREET

PIER"

SRD11 HDPE

30" min, Typ.

SECTION: 7

TOWNSHIP: 44 S.

LATITUDE: 26°39'44" N

LONGITUDE: 81°50'50" W

RANGE: 25 E.

Lee County Aerial 2023

Proposed Fire Protection Plan

SCALE: 1" = 40"

Hose Connection Detail

SCALE: 1" = 3"

36" min from walking surface to center of connection

2-1/2" riser secured to adjacent railing support posts with stainless steel fasteners

Fire line will transition under stringers

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

Fire line will transition under stringers

2-1/2" riser secured to adjacent railing support posts with stainless steel fasteners

Railing support post on either side of hose connection

2-1/2" hose valve

Riser to exit though top rail. Side rails continuous.

Property line per Lee County Property Appraiser

Outline of Tarpon Street Pier per construction plans by HWA

Transition from 5" HDPE to 4" HDPE Hose connection per details, typ.

Proposed fire department connection

Strap: 07-44-25-P3-00112.0060 Address: 715 Tarpon St, Fort Myers Owner: City of Fort Myers

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.

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.

LEGEND:

Existing Fire Hydrant

Proposed Fire Department Connection

Proposed Hose Connection

Proposed 4" SRD11 HDPE

Proposed 5" SRD11 HDPE

4in

5in

4in

5in

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