Bob_Sikes_Fishing_Pier_South_Rehab_and_ADA_Upgrades_Plans_Bid.pdf

PDF 23 MB Posted Jun 25, 2026

Attached to: Bob Sikes Fishing Pier South - Construction - RESTORE and DH017
Solicitation number: PD 25-26.089
Issued by: Escambia County, Florida

About this file

Written by GovTribe AI · Jun 26, 2026

This is a construction bid document and project plan set prepared by Mott MacDonald for Escambia County, Florida, detailing the rehabilitation of the Bob Sikes Fishing Pier South End. The project encompasses comprehensive substructure repairs, concrete restoration, pile jacketing with cathodic protection systems, ADA upgrades, pedestrian safety enhancements, and decorative improvements to a 1,650-foot open pier structure consisting of 54 spans. Key deliverables include removal of existing curb and rail (3,300 linear feet), installation of pile jackets with cathodic protection (160 linear feet), concrete spall and crack repairs throughout the deck and substructure, installation of 13 solar light poles with luminaires, 13 aluminum pedestal sign panels, monofilament recycling stations, and replacement pedestrian railing with aluminum picket construction. The plans indicate approximately 1,200 linear feet of floating turbidity barrier deployment, 3,644 square feet of concrete cleaning and coating, and optional demolition of pier spans 51-53 (3,275 square feet) contingent upon bidding strategy. The bid date is June 2026, with the project issued for construction bidding. The document includes multiple bid alternates allowing final pier length adjustment based on contractor pricing to remain within project budget constraints.

The project is subject to the Build America, Buy America Act (BABA) with all materials and products required to be produced in the United States. Work must conform to FDOT Standard Specifications for Road and Bridge Construction (FY 2026-27), Escambia County technical specifications, and FDOT Bridge Maintenance & Repair Handbook standards. Concrete specifications call for FDOT Class IV concrete with silica fume or metakaolin for pile jackets (f'c = 5,500 psi) and structural steel compliant with ASTM A709 Grade specifications. The project requires submission of a comprehensive work plan including demolition methods, disposal procedures, cathodic protection design, equipment and lifting procedures, and environmental compliance documentation. Turbidity barrier maintenance and sediment control measures are mandatory to maintain water quality standards, with specific provisions for protection of endangered species including Gulf Sturgeon and sea turtles. The contractor bears full responsibility for safety, erosion control, equipment security during storm conditions, and maintaining pier access during construction periods of inactivity, with cost of temporary fencing and signage incidental to mobilization.

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Other files

File	Type	Posted
Bob_Sikes_Fishing_Pier_South_-_Construction_-_RESTORE_and_DH017_(Addendum_#6_Revision).pdf	PDF	Jul 21, 2026
Sheet_BQ-01_Rev_1.pdf	PDF	Jul 9, 2026
Bob_Sikes_Fishing_Pier_South_-_Construction_-_RESTORE_and_DH017.pdf	PDF	Jun 25, 2026
Exhibit.FederalContractProvisions_with_signature_5.6.26.pdf	PDF	Jun 25, 2026
DH017_Bob_Sikes_Fishing_Pier_Agreement_Execution.pdf	PDF	Jun 25, 2026
Bob_Sikes_Fishing_Bridge_Final_Exemption.pdf	PDF	Jun 25, 2026
Bob_Sikes_Fishing_Pier_South_Rehab_ADA_Ugrades_Specifications_and_Permits.pdf	PDF	Jun 25, 2026
20260409_NWP_Reverification_BobSikesFishingBridge_2025-00570.pdf	PDF	Jun 25, 2026
NOA-0688_-_noa_post_acceptance_ADA.pdf	PDF	Jun 25, 2026

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PENSACOLA

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LOCATION MAP

ESCAMBIA COUNTY COMMISSIONERS

Mott MacDonald

LIGHT POLE BASEB1-32

SIGNAGE DETAILS (2 OF 2)B1-31

SIGNAGE DETAILS (1 OF 2)B1-30

BOLLARD AND GATE DETAILSB1-29

RAIL DETAILS (4 OF 4)B1-28

RAIL DETAILS (3 OF 4)B1-27

RAIL DETAILS (2 OF 4)B1-26

RAIL DETAILS (1 OF 4)B1-25

REPAIR TABLES (2 OF 2)B1-24

REPAIR TABLES (1 OF 2)B1-23

SPALL REPAIR DETAILSB1-22

CATHODIC PROTECTION DETAILSB1-21

CRACK REPAIR DETAILSB1-20

PILE JACKET DETAILSB1-19

SUBSTRUCTURE PLANB1-14 THRU B1-18

PLAN AND ELEVATIONB1-05 THRU B1-13

TYPICAL SECTIONB1-04

CONSTRUCTION STAGING AREAB1-03

DEMOLITION AND EROSION CONTROL PLANSB1-02

INDEX OF PLAN AND ELEVATION SHEETSB1-01

GENERAL NOTES (2 OF 2)B-03

GENERAL NOTES (1 OF 2)B-02

SUMMARY OF QUANTITIESBQ-01

KEYSHEET AND INDEX OF DRAWINGSB-01

JUNE 2026

Bid Submittal

\B o b S ik e s F is h in g P ie r \2

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HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

P.E. NO.:

ENGINEER OF RECORD:

PLANS PREPARED BY:

YEAR

FISCAL

STRUCTURE PLANS

SHEET DESCRIPTIONSHEET NO.

INDEX OF STRUCTURE PLANS

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

ENGINEER OF RECORD: BART F. HENDRICKS, P.E.

P.E. NO.: 51391

ESCAMBIA COUNTY (48523)

Certificate of Authorization #00000155

Vendor No. 591294824004

DISTRICT 5

DISTRICT 4

DISTRICT 3

DISTRICT 2

DISTRICT 1

ENGINEERING DIVISION

PUBLIC WORKS DEPARTMENT

ESCAMBIA COUNTY, FLORIDA

BOARD OF COUNTY COMISSIONERS

DMITRII TROKHIN, (850) 595-3419

PROJECT COORDINATOR:

PROJECT SITE

REHABILITATION

BOB SIKES FISHING PIER

CONTRACT PLANS

To N avarr e Be ach

STEVEN BARRY

ASHLEE HOFBERGER (CHAIR)

LUMON MAY

MIKE KOHLER

STEVE STROBERGER (VICE CHAIR)

N: 30.344° E: 87.150°

Fishing Pier South Location

SOUTH FISHING PIER

T o

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This drawing is the property of Mott MacDonald Florida, LLC., and may not be reproduced without written permission. This document should not be relied on or used in circumstances other than those for which it was originally prepared and for which Mott MacDonald was commissioned. Mott MacDonald accepts no responsibility for this document to any party other than the person or entity by whom it was commissioned.

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DRAWINGS

INDEX OF

KEYSHEET &

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SUMMARY OF STRUCTURE QUANTITIES - Bob Sikes Fishing Pier South

ITEM NO. PAY ITEM DESCRIPTION LOCATION UNIT

QUANTITY TOTAL

NOTES

DESIGN

REMARKS

CONSTRUCTION

P F P F

Mobilization LS

Floating Turbidity Barrier

Concrete Removal Curb/Rail

Pile Jackets (includes cathodic protection)

Penetrating Sealer

Structures Rehab

Epoxy Material for Crack Injection -

Cracks Inject & Seal - Structures Rehab

Restore Spalled Areas, Portland Cement Grout

Alkali Activated Anodes

11 Cleaning & Coating Concrete Surface, Class 5

12 Pedestrian Railing, Aluminum

16 Sign Panel, Furnish and Install, Up to 12 SF

Pipe Bollards18

20 Swing Gate Posts

15 Light Pole Anchors EA 52

13 Solar Luminaire with Arm EA 13

BID ALTERNATE 2:

BID ALTERNATE 1:

17 Sign Panel, Furnish and Install, 12-20 SF EA 1 or disposal site of curb and rail, disposal at a reef

Includes saw cut and removal of 955 TN

12' Manual Swing Barrier Gate (Galvanized)19 EA 1

21 Monofilament Recycling Station EA 13

3 Removal of Existing Structures (Spans 51-53) SF 3275 Disposal at reef or a disposal site

9 Concrete Removal Curb/Rail LF 3300 Disposal at a reef location only

3 Removal of Existing Structures (Spans 51-53) SF 3275 Disposal at a reef location only

3 Removal of Existing Structures (Span 51) SF 1092

Disposal at a reef or disposal site

(existing substructure left in place) -the end of the rehabilitated pier

Removal of the superstructure span at

Does not include Pile Jacket Anodes

14 Light Pole Anchor Base, Aluminum, 30' High EA 13

SHEET TITLE:

SHEET NUMBER:

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Bid Submittal

BQ-01

QUANTITIES

SUMMARY OF

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GENERAL NOTES

States of America unless there is an exemption for the product.

the iron, steel, manufactured products, and construction materials used in the project shall be produced in the United

This project is subject to the regulations of the Build America, Buy America Act (BABA) Pub. L. No. 117-58 �� 70901-52. All 6.

documents options.

which are not identified prior to bid shall be controlled and constructed according to the most expensive of the contract

Report conflicts between plans, specifications, and other contract documents in writing to the EOR prior to bid. Conflicts 5.

comparable APL product.

will only be accepted if they meet all the requirements of the Specifications and provide no less quality than a

It is recommended that a product from the APL be utilized in the rehabilitation procedure if available. Substitute products

e. Approved material refers to a product on the FDOT Approved Products List (APL) or as referenced in the Specifications.

d. Testing requirements that exceed the requirements of the County are not applicable.

c. FDOT Submittal requirements are not applicable, but similar requirements may be required by the county.

b. Methods of payment and Pay Item Numbers are not applicable.

a. Division I General Requirements & Covenants shall be excluded and not applicable.

(latest edition) with the following exceptions:

All work, unless otherwise indicated, shall conform to the FDOT Standard Specifications for Road and Bridge Construction 4.

http://co.escambia.fl.us/Bureaus/PublicWorks/Engineering.html

Escambia County General Paving and Drainage Technical Specifications3.

FDOT Bridge Maintenance & Repair Handbook http://www.dot.state.fl.us/statemaintenanceoffice/Inspection.shtm2.

http://www.dot.state.fl.us/programmanagement/Implemented/SpecBooks/default.shtm by Contract Documents

Florida Department of Transportation, FY 2026-27 Standard Specifications for Road and Bridge Construction, as amended 1.

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS:

regulatory signage, and add permanent vehicle barriers at the west end. Not all deficiencies will be addressed.

deficiencies, replace the existing traffic railing with a pedestrian railing, add bridge deck lighting, add informational and

The purpose of this project is to perform rehabilitation activities on the Bob Sikes Fishing Pier South to correct concrete 1.

GENERAL:

Follow all manufacturer's written instructions for material mixing, placement, and curing.2.

Use a Non-Shrink Concrete Grout material from the FDOT APL.1.

NON-SHRINK GROUT

final tightening.

Thread Lock - Apply Loctite Threadlocker Red 271 to threads of all bolted steel connections prior to 3.

Follow all manufacturer's written instructions for product installation.2.

the plans.

Use a stainless steel expansion bolt system from Simpson, Powers, or Hilti matching the size shown in 1.

EXPANSION BOLTS & MISCELLANEOUS ANCHORS:

working/gel time and cure times when selecting the Epoxy.

Follow all manufacturer's written instructions for product installation and cure time. Consider 2.

SET, and Hilti RE 500.

formation of air pockets. Acceptable products include: West System Six10, ITW Read Head C6, Simpson ensure proper mixing of resin and hardener. Proper equipment shall be used to place epoxy without the applications and in oversized holes. Epoxy dispensing system shall use a self-mixing mechanism to

Epoxy used shall be a high strength, two part epoxy adhesive acceptable for use in underwater 1.

EPOXY GROUT:

Use a high slump concrete for pile jackets.4.

reinforcing.

instructions. FDOT Class II (bridge deck) concrete may also be used. Use a 1.5" clear cover for

Deck Concrete shall be 4,000 psi or better sacked concrete. Mix according to manufacturer's written 3.

environment. Use a 3" clear cover for reinforcing.

fly ash in accordance with the Specifications for corrosion protection in an extremely aggressive marine

Pile Jacket Concrete shall be FDOT Class IV, f'c = 5,500 psi with silica fume, metakaolin, or ultrafine 2.

All concrete shall conform with Section 346 of the FDOT Standard Specifications.1.

CONCRETE PROPERTIES:

Weld material - E70XX3.

Specifications.

Permanent Sheet, Pipe and H Piles. Damage to steel finish shall be corrected according to the

Coat all steel plates, W sections and H-piles according to FDOT Specification Section 560 for Coating of 2.

b. H-Piles, W Sections - 50 ksi

a. Plates - 36 ksi or better

Structural Shapes: ASTM A709 Grade1.

STEEL MATERIALS:

Environment - Extremely Aggressive with Chlorides5.

Vertical Datum - NAVD 884.

b. Live Load - Original Design = H20, Current Use = 90 psf Pedestrian

a. Dead Load - Reinforced Concrete = 150 pcf

Design Loads3.

Design Methodology - Allowable Stress2.

g. AISC Manual of Steel Construction, Allowable Stress Design, Ninth Edition.

f. FDOT Structures Design Guidelines, 2026.

e. LRFD Guide Specifications for the Design of Pedestrian Bridges (2009).

d. AASHTO LRFD Bridge Design Specifications, 9th Edition.

c. AASHO Standard Specifications for Highway Bridges, Fifth Edition, 1949.

Reinforcing Steel: 33 ksi with 20 ksi allowable tensile stress.

Concrete: 5,000 psi

b. Existing material properties used (not verified):

Drawings 1975, 1979, 1980, and 2123 used to describe structural properties.

a. Existing structure constructed in 1948 & 1949. Existing plans not available. FDOT Standard Index

Design Specifications & Standards1.

DESIGN PARAMETERS:

block the channel.

Provide notifications and coordination during construction for moving equipment through or across the channel. Do not 3.

performed in periods of low traffic using approved traffic control procedures. Do not close any lanes on a Monday.

No traffic control plan is required, but partial lane closures required to deliver equipment or materials shall be 2.

hazards to potential users.

pier for use at no additional cost to the project. At no time will the pier be opened for use when there are safety

The pier will be closed during construction. Coordinate with the county during periods of inactivity to allow opening the 1.

TRAFFIC & PEDESTRIAN CONTROL:

starting construction.

Contractor shall verify all dimensions, elevations and angles shown for existing items that affect construction prior to 3.

Do not scale drawings; Use dimensions. Drawing scales may have been changed by reproduction.2.

All dimensions in these plans are measured in feet either horizontally or vertically unless otherwise noted.1.

PLAN DIMENSIONS:

all facilities required for a thorough inspection of workmanship.

The site is open to inspection for Escambia County Engineering Department or EOR personnel. The contractor shall provide 10.

Escambia County Engineering Department and EOR prior to submission of bid.

No substitutions or modifications are allowed to the Specifications or specified materials unless authorized by the 9.

the plans shall be used. Follow all manufacturer's installation instructions.

Means and methods are the responsibility of the contractor, but the specified materials and specific directions shown in 8.

guarantee a safe work zone shall be the responsibility of the contractor.

The contractor is responsible for maintaining a safe work zone. Any additional barriers, barricades and signage needed to 7.

items damaged by construction operations are to be replaced or repaired as directed by the Escambia County engineer.

adjacent property and the public. Each contractor is solely responsible for damage or injury due to his act or neglect. All

Protect existing bridge structure, roadway, R/W, and utilities from all damage. Each contractor shall protect his work, 6.

otherwise directed by the EOR. (none anticipated) measures shall remain in place until associated disturbed areas are stabilized as to reduce sediment runoff, unless the Florida Stormwater, Erosion, and Sediment Control Inspector's Manual, or as indicated on the plans. All erosion control

(when performing earth work at the abutment) by providing silt fence, staked hay bales, or other measures as required by

Take steps to prevent erosion and any off site sediment transport resulting from increased runoff during construction 5.

Dispose of construction debris properly in approved disposal sites or approved artificial reef areas.4.

The contractor shall not bring any hazardous materials as identified by State law on to the project.3.

engineer. Coordinate with the county to submit a U.S. Coast Guard Questionnaire and provide required notifications.

Comply with all conditions and stipulations of the construction permits and the approvals issued by the Escambia County 2.

instructions from the EOR.

any discrepancies in writing to the EOR. Do not change size or dimensions of structural members without written

Review all contract documents, dimensions and site conditions and coordinate with field dimensions prior to bidding. Report 1.

SITE CONDITIONS:

B-02

(1 OF 2)

NOTES

GENERAL

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With-W

Top-T

On Center-O.C

Engineer of Record-EOR

Existing-Exist

Concrete-Conc

ABBREVIATIONS:

Bottom-B

Typical-Typ

Front Face of Backwall-FFBW

Minimum-Min.

Each-Ea caused by storm displaced construction equipment, materials, and debris.

be performed for approval. Contractor shall be responsible for direct and indirect costs resulting from damage which have potential to displace these or similar items. Submit a storm management plan detailing operations to

Contractor shall remove or secure all equipment, materials. and debris prior to any storm conditions at the site 1.

STORM MANAGEMENT

implement the chosen work means and methods at no additional cost to the project.

size similar to what is shown in the demolition plan simultaneously. Adjust the quantity of barrier as needed to

The floating turbidity barrier quantity shown in the plans is sufficient for performing work in two work zones in 8.

be removed and the original depth, or plan elevation, restored.

as to minimize turbidity. Remaining sediment shall be sufficiently settled before removing curtain. Sediment may

7. When the barrier is no longer required, the barrier and related components shall be removed in such a manner watercourse for the duration of the project.

6. The Contractor is responsible for maintenance of the barrier in order to ensure the continuous protection of the maintain a freeboard of at least 3 inches above the water surface level.

the curtain. Buoyancy provided by the flotation units shall be sufficient to support the weight of the curtain and

5. Flotation devices shall be flexible, buoyant units contained in an individual flotation sleeve or collar attached to attention of nearby boaters.

4. Barriers should be a bright color (yellow or "international" orange are recommended) that will attract the assure water quality standards are maintained throughout demolition and construction.

Turbidity barriers shall be relocated and repositioned by the contractor using best management practices to

3. Location of the turbidity barrier shown on plans are for encapsulation of the demolition and construction zones.

traffic.

2. Turbidity barrier shall be located and secured to prevent conflict with or creation of a hazard to passing vessel

Install turbidity barriers around areas where piles and pier sections are being removed. 1.

TURBIDITY BARRIER

but at a bid cost for reef disposal only must be included in Bid Alternate 1.

For reef disposal information, refer to the Specifications. Both disposal options are available in the base bid

3. Concrete items removed shall be disposed of by barge at a permitted reef location or in a licensed disposal site.

2. Existing piles to be removed shall be cut at the mudline and removed unless otherwise noted.

1. Demolish and remove all areas specified on the Demolition Plan.

DEMOLITION

Submit cathodic protection system shop drawings for approval prior to purchase.5.

integrity of the members protected.

The cathodic protection system shall allow replacement of the sacrificial anodes without compromising structural 4.

The cathodic protection system shall be a passive system with anodes designed to last a minimum of 10 years.3.

by a cathodic protection specialist to work with the anodes which are supplied.

Suggested details for cathodic protection are provided in the plans, but the system installed shall be designed 2.

Cathodic protection shall be installed in the areas indicated on the plans.1.

CATHODIC PROTECTION

Verify there are no buried utility lines in the area of construction prior to beginning work.1.

UTILITIES:

cathodic protection, any other embedded items, and finished appearance of each item repaired/rehabilitated.

Submit as a shop drawing photographic documentation of all concrete work and pile jackets showing reinforcement, 10.

Site security and safety procedures.g.

Spud pile locations and driving procedures.f.

Pile jacket and cathodic protection materials and procedures.e.

crack sealing, and spall repairs.

Rehabilitation procedures and materials for saw-cut method, saw-cut surface coating, cleaning and sealing, d.

loads to be applied to the deck.

List of planned equipment, lifting and shoring procedures, underdeck and waterline access procedures, and c.

Planned method of demolition and disposal.b.

Sequence and schedule of construction activities.a.

Submit a work plan as a shop drawing which includes the following:9.

approval as part of the work plan.

that prevents turbidity. Submit the planned procedures to comply with Note 6 above and turbidity restrictions for washing. Pressure washing waste water, complying with Note 6 above, may be discharged through a filter system

Use a vacuum system or other method to capture dust from concrete saw-cutting and waste water from pressure 8.

allow items to fall into the water.

Capture debris from demolition, repairs/rehabilitation procedures, and any other construction activities and do not 7.

Pollutants" listed in the Code of Federal Regulations in 40 CFR 401.15.

Do not discharge through any direct or indirect means any toxic pollutants listed in Table 1, "Section 307 - Toxic 6.

Desotoi).

Imbracata Imbracata). Apply these protection measures to the threatened Gulf Sturgeon (Acipenser Oxyrinchus

(Dermochelys Coriacea), Kemp's Ridley sea turtle (Lepidochelys Kempii) and Hawksbill turtle (Eretmochelys turtles, including to loggerhead turtle (Caretta Caretta), green turtle (Chlenoia Mydas), leatherback turtle conditions are designed to protect the endangered small tooth sawfish (Pristis Pectanata) and endangered sea

Department of Commerce, National Oceanic and Atmospheric Administration, National Marine Fisheries Service. These

Comply with the Standard Sea Turtle and Small tooth Sawfish Construction Conditions published by the US 5.

storms or hurricanes.

Construction loads shall be removed from the deck and water vessels removed from the site prior to tropical 4.

speed less than 10 mph may be placed on the deck.

Following substructure rehabilitation, construction loads not exceeding a single H20, C4, or C5 vehicle moving at a 3.

Perform substructure rehabilitation items prior to performing deck work requiring vehicle loads exceeding H10 2.

and the water.

The existing bridge structure can support limited construction loads. Work will be performed from both the deck 1.

CONSTRUCTION SUBMITTALS & LIMITATIONS

selected along with an adjustment in bid quantities to stay within the project budget.

within available funding. Selection of the bid winner will be based on the lowest bid price of the final alternate

This project has bid alternates and unit prices. The final length of the pier rehabilitation may be reduced to stay 3.

The costs of temporary fencing, signage, and erosion control is incidental to the mobilization cost. 2.

work being performed.

The quantity of work to be performed which exceeds bid quantities shall be approved by the county prior to any 1.

PAY ITEM NOTES

B-03

(2 OF 2)

NOTES

GENERAL

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v I n d e x .d g n

M R

U S

Feet

50 100 150

1650'-0"

OPEN PIER - SPANS 1 THRU 50

99'-0"

TO BE REMOVED

PIER SPANS 51 THRU 53

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

INDEX OF PLANS

Sabine Point

SANTA ROSA

ISLAND

SR 399

N A

T I O

N A

E A

S H

U N

D A

R Y

I N

T R

A C

O A

S T

A L

W A

T E

R W

A Y

SANTA ROSA SOUND

1 2 3 4 5 6 7 8 9 10 11 12 1413 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

Area 1 Area 2 Area 3 Area 4 Area 5 Area 6 Area 7 Area 8 Area 9

B1-13/B1-18B1-12/B1-17B1-11/B1-17B1-10/B1-16B1-09/B1-16B1-08/B1-15B1-07/B1-15B1-06/B1-14B1-05/B1-14

BOB SIKES FISHING PIER

BOB SIKES TOLL BRIDGE

B1-01

SHEETS

ELEVATION

PLAN AND

INDEX OF

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v I n d e x .d g n

M R

U S

/2 weight of 150 LB per cubic foot.

estimated to be 575 LB per foot per side using a reinforced concrete

Weight of existing Curb and Railing concrete to be removed is 6.

V Surface Finish.

5. Coat New Edge of Bridge Surface with Corrosion Inhibitor and Class

Existing piles to be removed shall be cut at the mudline or pulled.4.

for additional information.

disposal sites. Refer to the General Notes and project specifications permitted reef in accordance with existing permits or to approved

Demolition debris shall be transported and deposited at an existing 3.

work zones to maintain water quality standards.

Place floating turbidity barrier around all demolition and construction 2.

See Section A-A for curb and rail removal section.1.

NOTES:

TYPICAL SPAN DEMOLITION

SECTION A-A

Chain Link Fence

Remove Existing around work area, Typ.

Floating Turbidity Barrier and Piles

� Pile Cap and Piles

� Pile Cap

Curb and Rail

Saw Cut and Remove and � Guardrail

New Edge of Bridge

Ensure 6" Between

"2 13'-1

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

F L

O R

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e (8

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t G a rd e n S tr e e t

F L O

A L

L C

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs E

A rc h it e c ts

A A

M A

C D

O N

A L

D M

O T

F O

R B

U E

C O

N S

T R

U C

N O

T F

DEMOLITION AND EROSION CONTROL PLAN - BENTS 1-27

DEMOLITION AND EROSION CONTROL PLAN BENTS 27-54

Remove Curb and Rail

Remove Curb and Rail ~ Bid Alternate #1

Remove Pier Spans 51-53 around work area, Typ.

Floating Turbidity Barrier

1 2 3 4 5 6 7 8 9 10 11 12 1413 15 16 17 18 19 20 21 22 23 24 25 26 27

28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 5427 around work area, Typ.

Floating Turbidity Barrier

Bridge Deck

Curb and Railing

Remove Existing

� Rail Post (Typ)

2'-10" Height Rail

See Note 5 of Bridge, New Edge

B1-02

PLANS

CONTROL

EROSION

AND

DEMOLITION

Feet

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v I n d e x .d g n

M R

U S

/2 dumpster access restaurant traffic and

Leave lane open for

200'-0" ±

75'-0" ±

92'-0" ±

158'- 0" ±

Construction Parking Area

Construction Staging Area construction.

close pier during fencing as needed to

Provide temporary mobilization cost.

The costs of temporary fencing, signage, and erosion control is incidental to the 9.

the pier and closing the water adjacent to and underneath any construction areas.

Safety during construction is the contractor's responsibility. Provide a plan for closing 8.

Install erosion control and sediment barriers adjacent to earthwork as needed.7.

The pier may be used for storage subject to the load limitations in the General Notes. 6.

construction conditions at the project completion at no cost to the project.

Restore construction staging, parking areas, and any other modified areas to pre-5.

Do not damage any items outside of designated construction staging and parking areas. 4.

Do not block traffic access to the dumpster as shown in the Staging Area Plan. 3.

Install construction signage as needed to designate construction areas and pier closure. 2.

periods of inactivity.

General Notes for additional information concerning potential pier openings during any

Install temporary fencing as needed to close the pier during construction. Refer to the 1.

Notes:

STAGING AREA PLAN

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

B1-03

AREA

STAGING

CONSTRUCTION

\B o b S ik e s F is h in g

P ie r \2

R e h a b

\D r a w in g s \T y p ic a l

S e c ti o n

.d g n :2

M R

U S

SECTION A-A TYPICAL SECTION THRU BRIDGE

L ig h t

P o le a n d F ix tu r e

Overall Deck Width

26'-10"

P il e C a p

� Bob Sikes Fishing Pier

1'-10"8'-0"8'-0"8'-0"1'-10"

T y p ic a l R a il H e ig h t criteria.

See notes for lighting commercial area light.

Solar LED integrated to be removed

Curb and Railing

T y p ic a l R a il H e ig h t

Notes:

1. Lighting fixture shall meet the following requirements: Type 2 distribution, minimum 6000 lumen output, amber LED color.

2. Lighting fixture shall meet the following criteria (fc): 0.5 avg, 5.0 avg/min, 0.2 vertical avg. Design criteria reference: IES RP�8, Table 11-2. Design criteria for pedestrian walkways, Table 4-3. Maximum initial vertical illuminance light trespass from exterior lighting based on lighting zone.

3. Provide the following with bid documents:

A) Complete product specification sheets marked with catalog number and fixture type.

B) Calculation reports showing the design criteria has been met.

C) A summary of any alterations deviating from the basis of design.

D) Electronic copies of the IES files used.

E) Written verification that the submitted fixtures meet the requirements of the contract documents. The contractor shall bear the responsibility of providing and installing fixtures that meet the design criteria and the quality of the basis of design products.

4. Coordinate mounting requirements as shown on the plan.

5. Work this sheet with Sheet B1-32.

6. Refer to Plan and Elevation sheets for lighting locations.

Pole Base Details

See Sheet B1-32 for Light

Light Pole

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

F L

O R

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e (8

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t G a rd e n S tr e e t

F L O

A L

L C

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs E

A rc h it e c ts

A A

M A

C D

O N

A L

D M

O T

F O

R B

U E

C O

N S

T R

U C

N O

T F

18" PSC Pile

"2 13'-1"2

13'-1

B1-04

SECTION

TYPICAL

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

33'-0"

Span 5

33'-0"

Span 4

33'-0"

Span 3

33'-0"

Span 2

33'-0"

Span 1

4'-6"

D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

1 2 3 4 5 6

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

PLAN - AREA 1

ELEVATION - AREA 1

(Typ)

Girder

Exist Conc

Water Line

Approx.

¡ Exist Bent & Piles (Typ) to be Removed

Exist Conc Railing

Ground Line

Approx.

(Typ)

18" Conc Piles

Exist to be Removed

Exist Conc Railing

(Typ)

Exist Conc Bent

1 2 3 4 5 6

Notes:

1. For Additional Information See General Notes on Sheets B-02 & B-03.

2. For Concrete Spall and Crack Repair Details, See Sheets B1-20, B1-21, & B1-22.

3. For Locations of Crack and Spall Repairs, See Sheet B1-23 & B1-24.

4. For Pile Jacket Details and Locations, See Sheet B1-19.

5. For Light Pole Connection Details, See Sheet B1-32.

6. For Section A-A, See Sheet B1-04. For Section B-B, See Sheet B1-28.

Picket Rail

New Aluminum to be Removed

Exist Conc Curb to be Removed

Exist Conc Railing

New 30' Light Pole, Typ.

Picket Rail

New Aluminum

Types 6, 7, & 8

Install Sign

Types 4 & 5

Install Sign

Type 3

Install Sign

Type 9

Install Sign

Types 1 & 2

Install Sign and Fixture

New Light Pole and cap.

to 1' below grade

Remove exist pipe

Note:

For Section A-A, see Sheet B1-04.

Picket Rail

New Aluminum

Recycling Station

Monofilament Recycling Station

Monofilament and Fixture

New Light Pole

Sheet B1-28

Rail Post, See

Ground Mount

B1-05

(1 OF 9)

ELEVATION

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

33'-0"

Span 11

33'-0"

Span 10

33'-0"

Span 9

33'-0"

Span 8

33'-0"

Span 7

33'-0"

Span 6 D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

6 7 8 9 10 11 12

M a tc h L in e

A r e a

S o u th

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u thPLAN - AREA 2

ELEVATION - AREA 2

(Typ)

Girder

Exist Conc

Water Line

Approx.

¡ Exist Bent & Piles (Typ) to be Removed

Exist Conc Railing

Ground Line

Approx.

(Typ)

18" Conc Piles

Exist to be Removed

Exist Conc Railing

(Typ)

Exist Conc Bent

6 7 8 9 10 11 12

Note:

For Additional Information See Notes on Sheet B1-05.

Deck Spall Repair

Deck Crack Repair

S h e e t

Picket Rail

New Aluminum

New 30' Light Pole, Typ.

Picket Rail

New Aluminum and Fixture

New Light Pole

Note:

For Section A-A, see Sheet B1-04.

Picket Rail

New Aluminum

Recycling Station

Monofilament

Recycling Station

Monofilament and Fixture

New Light Pole

B1-06

(2 OF 9)

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

33'-0"

Span 17

33'-0"

Span 16

33'-0"

Span 15

33'-0"

Span 14

33'-0"

Span 13

33'-0"

Span 12

D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

12 13 14 15 16 17 18

M a tc h L in e

A r e a

S o u th

M a tc h L in e

A r e a

S o u th

M a tc h L in e

A r e a

S o u th

M a tc h L in e

A r e a

S o u th

S h e e t

8to be Removed

Exist Conc Railing

¡ Exist Bent & Piles (Typ)

(Typ)

Girder

Exist Conc (Typ)

Exist Conc Bent to be Removed

Exist Conc Railing

Ground Line

Approx.

(Typ)

18" Conc Piles

Exist

Water Line

Approx.

PLAN - AREA 3

ELEVATION - AREA 3

Note:

For Additional Information See Notes on Sheet B1-05.

12 13 14 15 16 17 18

Deck Crack Repair

Deck Spall Repair

Picket Rail

New Aluminum

New 30' Light Pole, Typ.

Picket Rail

New Aluminum and Fixture

New Light Pole

Note:

For Section A-A, see Sheet B1-04.

Picket Rail

New Aluminum

Recycling Station

Monofilament Recycling Station

Monofilament and Fixture

New Light Pole

B1-07

(3 OF 9)

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

33'-0"

Span 23

33'-0"

Span 22

33'-0"

Span 21

33'-0"

Span 20

33'-0"

Span 19

33'-0"

Span 18 D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

18 19 20 21 22 23 24

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

ELEVATION - AREA 4

PLAN - AREA 4

(Typ)

Girder

Exist Conc

Water Line

Approx.

¡ Exist Bent & Piles (Typ) to be Removed

Exist Conc Railing

Ground Line

Approx.

(Typ)

18" Conc Piles

Exist to be Removed

Exist Conc Railing

(Typ)

Exist Conc Bent

18 19 20 21 22 23 24

Note:

For Additional Information See Notes on Sheet B1-05.

Picket Rail

New Aluminum

New 30' Light Pole, Typ.

Picket Rail

New Aluminum and Fixture

New Light Pole

Note:

For Section A-A, see Sheet B1-04.

Picket Rail

New Aluminum

Types 6, 7, & 8

Install Sign

Type 9

Install Sign

Recycling Station

Monofilament Recycling Station

Monofilament and Fixture

New Light Pole

B1-08

(4 OF 9)

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

33'-0"

Span 29

33'-0"

Span 28

33'-0"

Span 27

33'-0"

Span 26

33'-0"

Span 25

33'-0"

Span 24 D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

24 25 26 27 28 29 30

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

ELEVATION - AREA 5

PLAN - AREA 5

(Typ)

Girder

Exist Conc

Water Line

Approx.

¡ Exist Bent & Piles (Typ) to be Removed

Exist Conc Railing

Ground Line

Approx.

(Typ)

18" Conc Piles

Exist to be Removed

Exist Conc Railing

(Typ)

Exist Conc Bent

24 25 26 27 28 29 30

Note:

For Additional Information See Notes on Sheet B1-05.

Picket Rail

New Aluminum

New 30' Light Pole, Typ.

Picket Rail

New Aluminum and Fixture

New Light Pole

Note:

For Section A-A, see Sheet B1-04.

Picket Rail

New Aluminum Recycling Station

Monofilament

Recycling Station

Monofilament and Fixture

New Light Pole

B1-09

(5 OF 9)

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

33'-0"

Span 35

33'-0"

Span 34

33'-0"

Span 33

33'-0"

Span 32

33'-0"

Span 31

33'-0"

Span 30 D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

30 31 32 33 34 35 36

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

ELEVATION - AREA 6

PLAN - AREA 6

(Typ)

Girder

Exist Conc

Water Line

Approx.

¡ Exist Bent & Piles (Typ) to be Removed

Exist Conc Railing

Ground Line

Approx.

(Typ)

18" Conc Piles

Exist to be Removed

Exist Conc Railing

(Typ)

Exist Conc Bent

30 31 32 33 34 35 36

Note:

For Additional Information See Notes on Sheet B1-05.

Picket Rail

New Aluminum

New 30' Light Pole, Typ.

Picket Rail

New Aluminum and Fixture

New Light Pole

Note:

For Section A-A, see Sheet B1-04.

Picket Rail

New Aluminum

Types 4 & 5

Install Sign

Recycling Station

Monofilament

Recycling Station

Monofilament and Fixture

New Light Pole

B1-10

(6 OF 9)

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

33'-0"

Span 41

33'-0"

Span 40

33'-0"

Span 39

33'-0"

Span 38

33'-0"

Span 37

33'-0"

Span 36

D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

36 37 38 39 40 41 42

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

ELEVATION - AREA 7

PLAN - AREA 7

(Typ)

Girder

Exist Conc

Water Line

Approx.

¡ Exist Bent & Piles (Typ) to be Removed

Exist Conc Railing

Ground Line

Approx.

(Typ)

18" Conc Piles

Exist to be Removed

Exist Conc Railing

(Typ)

Exist Conc Bent

36 37 38 39 40 41 42

Note:

For Additional Information See Notes on Sheet B1-05.

S h e e t

Picket Rail

New Aluminum

New 30' Light Pole, Typ.

Picket Rail

New Aluminum and Fixture

New Light Pole

Note:

For Section A-A, see Sheet B1-04.

Picket Rail

New Aluminum Recycling Station

Monofilament

Recycling Station

Monofilament and Fixture

New Light Pole

B1-11

(7 OF 9)

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

33'-0"

Span 47

33'-0"

Span 46

33'-0"

Span 45

33'-0"

Span 44

33'-0"

Span 43

33'-0"

Span 42

D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

42 43 44 45 46 47 48

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

ELEVATION - AREA 8

PLAN - AREA 8

(Typ)

Girder

Exist Conc

Water Line

Approx.

¡ Exist Bent & Piles (Typ) to be Removed

Exist Conc Railing

Ground Line

Approx.

(Typ)

18" Conc Piles

Exist to be Removed

Exist Conc Railing

(Typ)

Exist Conc Bent

42 43 44 45 46 47 48

Note:

For Additional Information See Notes on Sheet B1-05.

Picket Rail

New Aluminum New 30' Light Pole, Typ.

Picket Rail

New Aluminum and Fixture

New Light Pole

Note:

For Section A-A, see Sheet B1-04.

Picket Rail

New Aluminum Recycling Station

Monofilament

Recycling Station

Monofilament and Fixture

New Light Pole

B1-12

(8 OF 9)

\B o b S ik e s F is h in g P ie r \2

R e h a b \D r a w in g s \P la n E le v S h t0

.d g n

M R

U S

151050

Feet

Demolish Spans 51 to 53

33'-0"

Span 53 (Closed)

33'-0"

Span 52 (Closed)

33'-0"

Span 51 (Closed)

33'-0"

Span 50

33'-0"

Span 49

33'-0"

Span 48

(Bid Alternate 1)

Demolish Spans 51 to 53

D e m o

N e w

D e c k

W id th

D e m o

SHEET TITLE:

SHEET NUMBER:

D A

T E

R E

D A

T E

D E

N E

D B

D R

A W

N B

P R

O J E

C T

E N

E E

P R

O J E

C T

M A

N A

G E

N U

M B

E R

C H

E C

K E

D B

B F

B H

E N

D R

B H

E N

D R

M .M

R O

J E

C T

W E

R H

E S

C A

M B

O U

N T

Y F

L O

S O

U T

H E

N D

E H

A B

A T

B O

B S

S F

J U

N E

T e le p h o n e

-6

P e n s a c o la

F lo ri d a

S u it e

W e s t

G a rd e n

S tr e e t

F L

O R

L L

M O

T T

M A

C D

O N

A L

S u rv e y o rs

L B

E n g in e e rs

E B

A rc h it e c ts

A A

M A

C D

O N

A L

M O

T T

F O

R B

U E

C O

N S

T R

U C

N O

T F

48 49 50 51 52 53 54

M a tc h L in e

A r e a

S o u th

S h e e t

M a tc h L in e

A r e a

S o u th

S h e e t

ELEVATION - AREA 9

PLAN - AREA 9

(Typ…

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File details come from the government source that posted it. Updated Jun 26, 2026.