BDC12-24-25 Addendum 1.pdf

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Addendum #1 BDC12-24/25 Stephen Foster State Park- Road Rehabilitation and Culvert
Solicitation number
ITB-10094
Issued by
Hardee County, Florida

About this file

Written by GovTribe AI ·

This document is Addendum No. 1 issued by the Florida Department of Environmental Protection for BDC Bid No. BDC12-24-25 for the Stephen Foster Folk Culture Center State Park - Road Rehabilitation and Culvert Repairs project. The addendum addresses several RFI questions from the bidder, Plumb Level Construction, including the use of Bahia sod in lieu of Centipede sod, details for replacing the existing trench curb, clarification on the pipe layout, the use of headwalls or mitered end sections, and allowing a single 2-inch asphalt lift instead of two 1-inch lifts. The addendum requires the signed acknowledgment to be included with the bid submission, and states that failure to do so may be grounds for rejection.

The document also includes updated plan sheets C709 and C710 that provide additional details on the culvert replacement work. Overall, this addendum provides clarification and revisions to the original bid documents to ensure bidders have a clear understanding of the project requirements.

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BDC Bid No. BDC12-24-25, Addendum #1, Page 1 of 2

FLORIDA DEPARTMENT OF

Environmental Protection

Marjory Stoneman Douglas Building

3900 Commonwealth Boulevard Tallahassee, FL 32399

Ron DeSantis Governor

Jeanette Nuñez

Lt. Governor

Shawn Hamilton Secretary

September 28, 2024

NOTICE TO APPLICANTS

ADDENDUM NO. ONE (1)

Stephen Foster Folk Culture Center State Park- Road Rehabilitation and Culvert

Repairs

DEP BID NO. BDC12-24-25

TO BIDDERS AND PLAN HOLDERS ON THE ABOVE REFERENCED

PROJECT: PLEASE NOTE CONTENTS HEREIN AND INCLUDE, SIGNED, WITH

YOUR BID SUBMISSION.

NOTICE

It will be required that this addendum be signed in acknowledgment of receipt and that it be included with your Bid when same is submitted to Brandon Williams, Contracts Specialist, Bureau of Design and Construction, 3800 Commonwealth Blvd., MS #520, Tallahassee, Florida, 32399-3000. Failure to do so may be grounds for rejection of the Bid.

Signature of Contractor and Date

The following statements supersede & supplement the corresponding items in the specifications & drawings:

1. Question: Can Bahia sod be used in lieu of centipede? (Plumb Level Construction) Answer: The Park prefers to stay with Centipede sod instead of Bahia sod with no plastic web or backing.

2. Question: Replacing Trench Curb (Attachment 1) (Plumb Level Construction) Answer: Please see the updated detail sheet C900 which includes Curb detail for replacing the existing curb with the same design.

3. Question: Pipe layout clarification (Attachment 2) (Plumb Level Construction)

BDC Bid No. BDC12-24-25, Addendum #1, Page 2 of 2

Answer: The plans are the same as the west side. Clarification on the pipe placement, there are two proposed 24-inch pipes and one 18-inch pipe per plan sheet C300 and C400. See new culvert plan sheet C709.

4. Question: Will there be a headwall or mitered end sections on the end of the pipes? (Plumb Level Construction) Answer: For proposed culvert replacement at station at approximately 9+00 on Foster Barnes Drive, there should be a headwall installed at the end of the pipes.

For proposed culvert replacement at station at approximately 40+00 on Foster Barnes Drive, a mitered end section should be installed at the end of the pipes. See new culvert plan sheets C709 and C710.

5. Question: Can we pave in One -2" lift instead of Two -1” lifts? (Plumb Level Construction) Answer: Per EGS Geotechnical report, one 2” lift will be sufficient.

In all other respects, the contract documents of which this is an Addendum, and attachments relative thereto, shall remain in full force and effect.

braxt Trench Curb Demo Trench Curb Demo 61'-9 3/4" braxt Trench Curb Demo Trench Curb Demo 59'-5 1/2" braxt Text Box Replace approx. 120' of Existing Trench Curb?

Williams_BrD

RFI Attachment 1 braxt Cloud braxt Callout Clarification on pipe placement.

2 18" RCP & 1 24" RCP in the same trench?

Same setup as the west side of the road?

Williams_BrD

RFI Attachment 2

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RP

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SANDBAG HEADWALL

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SANDBAG HEADWALL

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PROPOSED 24" RCP INV IN = 112.82' INV OUT = 112.30'

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PROPOSED 24" RCP INV IN = 112.82' INV OUT = 112.30'

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PROPOSED 18" RCP INV IN = 112.32' INV OUT = 111.80'

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PROPOSED 24" RCP INV IN = 113.58' INV OUT = 113.00'

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PROPOSED 24" RCP INV IN = 113.58' INV OUT = 113.00'

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PROPOSED 18" RCP INV IN = 113.08' INV OUT = 112.50'

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PROPOSED HEADWALL PER DETAIL SHEET C904, C905, C906

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CARILLON TOWER

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AMPHITHEATER

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MUSEUM

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RANGER STATION

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PLAYGROUND

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SIGN

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MUSEUM

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US 41

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STEPHEN FOSTER DRIVE

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DATE

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REVISION

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DATE

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REVISION

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AutoCAD SHX Text Division of Recreation and Parks

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AutoCAD SHX Text 3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 245-2157

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AutoCAD SHX Text STATE PROJECT No.:

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ISSUE DATE:

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REVIEWED BY:

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DESIGNER :

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PROFESSIONAL REGISTRATION

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PROJECT TITLE

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SHEET NO.

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STEPHEN FOSTER STATE PARK

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ROAD REHAB & CULVERT REPAIRS

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LAW

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AEB

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LAW

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AutoCAD SHX Text 36 Jasper Thomas Road Crawfordville, Fl 32327 Phone (850) 926-2593 Fax (850) 926-9257 www.hydraec.com Florida CA#28124

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HYDRA ENGINEERING & CONSTRUCTION, LLC

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PROFESSIONAL NAME

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LICENSE NUMBER

AutoCAD SHX Text New Culvert 1 Plan Sheet

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LEGEND

AutoCAD SHX Text EXISTING ASPHALT PROPOSED ASPHALT 2" OVERLAY PROPOSED FULL DEPTH ASPHALT EXISTING GRAVEL EXISTING CONCRETE EXISTING POTHOLES EXISTING ASPHALT PATCHES EXISTING DIRT TRAIL EXISTING CONTOUR PROPOSED SEDIMENT CONTROL FENCE PROPOSED CULVERT EXISTING CULVERT

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AutoCAD SHX Text No. 56452 5645256452

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STATE OF

AutoCAD SHX Text This document has been electronically signed and sealed by Leslie Weiss on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

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1"=10'

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ELB

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REMOVE AND REPLACE EXISTING CULVERT WITH 15" RCP; MATCH EXISTING INVERTS

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PROPOSED MITERED END SECTIONS PER DETAIL PLAN SHEETS C901, C902, AND C903

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CARILLON TOWER

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AMPHITHEATER

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MUSEUM

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RANGER STATION

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PLAYGROUND

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SIGN

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US 41

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STEPHEN FOSTER DRIVE

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DATE

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REVISION

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DATE

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REVISION

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AutoCAD SHX Text Division of Recreation and Parks

AutoCAD SHX Text Department of Environmental Protection

AutoCAD SHX Text 3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 245-2157

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AutoCAD SHX Text STATE PROJECT No.:

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ISSUE DATE:

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REVIEWED BY:

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DRAWN BY:

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DESIGNER :

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PROFESSIONAL REGISTRATION

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PROJECT TITLE

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SHEET NO.

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SHEET TITLE

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STEPHEN FOSTER STATE PARK

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ROAD REHAB & CULVERT REPAIRS

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LAW

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AEB

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LAW

AutoCAD SHX Text 07/08/2024

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AutoCAD SHX Text 36 Jasper Thomas Road Crawfordville, Fl 32327 Phone (850) 926-2593 Fax (850) 926-9257 www.hydraec.com Florida CA#28124

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HYDRA ENGINEERING & CONSTRUCTION, LLC

AutoCAD SHX Text C710

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PROFESSIONAL NAME

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LICENSE NUMBER

AutoCAD SHX Text New Culvert 2 Plan Sheet

AutoCAD SHX Text 8/27/24

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LEGEND

AutoCAD SHX Text EXISTING ASPHALT PROPOSED ASPHALT 2" OVERLAY PROPOSED FULL DEPTH ASPHALT EXISTING GRAVEL EXISTING CONCRETE EXISTING POTHOLES EXISTING ASPHALT PATCHES EXISTING DIRT TRAIL EXISTING CONTOUR PROPOSED SEDIMENT CONTROL FENCE PROPOSED CULVERT EXISTING CULVERT

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AutoCAD SHX Text No. 56452 5645256452

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STATE OF

This document has been electronically signed and sealed by Leslie Weiss on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

SILT FENCE EROSION CONTROL APPLICATIONS

TYPE IV SILT FENCE DETAIL

ELEVATION SECTIONPAVEMENT SECTION

N.T.S.

TYPICAL 2" MILLING / REPAIR

MILL 1.0-INCH OF EXISTING ASPHALT PRIOR TO

RESURFACING. EXPOSED EXISTING BASE MATERIAL

TO BE COMPACTED TO AT LEAST 98% MODIFIED

PROCTOR IN ACCORDANCE WITH FDOT STANDARDS,

PRIOR TO RESURFACING.

SURFACE COURSE - (2) 1-INCH ASPHALT SUPERPAVE

(SP-12.5) LIFTS - 2" MIN. COMPACTED THICKNESS

N.T.S.

TYPICAL FULL REPLACEMENT

SURFACE COURSE - 2-INCH ASPHALT

SUPERPAVE (SP-12.5) - 2" MIN. COMPACTED

THICKNESS (2- 1" LIFTS) (IN ACCORDANCE

WITH SECTIONS 300, 330 AND 334 OF FDOT

SPECIFICATIONS)

BASE COURSE - OVER EXCAVATE THE

EXISTING BASE 6-INCHES BELOW FINISHED

GRADE, BACKFILLING WITH LIMEROCK BASE

(LBR-40), COMPACTED TO 98% MODIFIED

PROCTOR DENSITY (MEETING

REQUIREMENTS OF SECTIONS 200 AND 911

OF LATEST FDOT SPECIFICATIONS

NOTE:

PAVEMENT DETAILS PER EGS INC.

GEOTECHNICAL REPORT #81-27-22-01

DATED 05/22/2023.

NOTE:

1) SLOPE IN PARKING SPACE AND ACCESS ISLES SHALL NOT EXCEED 2%

SLOPE.

2) SPACE SHALL COMPLY WITH ADA SPECIFICATIONS & REQUIREMENTS.

3) NOTE THAT THE WIDTH OF THE CONCRETE RAMP ON THE SITE PLAN

ACCOMMODATES THE WIDTH OF THE STRIPING.

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4:1 4%

CONSTRUCTION DETAIL

N.T.S.

TYPICAL GRASS SHOULDER

NOTE:

PAVEMENT DETAILS PER EGS INC.

GEOTECHNICAL REPORT #81-27-22-01

DATED 05/22/2023.*transition milling sections final grade elevation with full replacement sections

Depth of sawcut 3 12" min.

NOTE:

FOR TYPE D CURB: EXPANSION JOINT,

PREFORMED JOINT FILLER AND JOINT

SEAL ARE REQUIRED BETWEEN CURBS

AND CONCRETE PAVEMENT ONLY.

IN ACCORDANCE WITH FDOT STANDARD

PLANS INDEX 520-001 FOR CURB TYPE D.

N.T.S.

FDOT CURB - TYPE D

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PERMIT

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ONLY

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1" MAX.

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INTERNATIONAL DISABLED

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PARKING BY

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DISABLED

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$250 FINE

AutoCAD SHX Text NOTES: : 1. ALL LETTERS ARE 1-1/4" SERIES. ALL LETTERS ARE 1-1/4" SERIES. 2. TOP PORTION OF SIGN SHALL HAVE A TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND & BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED WHITE BACKGROUND WITH BLOCK OPAQUE LEGEND & BORDER. 4. LETTERS AND NUMBERS ON SIGN SHALL LETTERS AND NUMBERS ON SIGN SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. 5. SIGNS SHALL NOT BE OBSCURED BY A SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. 6. DISABLED PARKING SPACE SIZE, DISABLED PARKING SPACE SIZE, STRIPING, & SIGNAGE SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY, STATE, & FEDERAL REGULATIONS.

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AutoCAD SHX Text 3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 245-2157

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PROFESSIONAL REGISTRATION

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PROJECT TITLE

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STEPHEN FOSTER STATE PARK

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ROAD REHAB AND CULVERT REPAIR

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LAW

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SAT

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AutoCAD SHX Text 36 Jasper Thomas Road Crawfordville, Fl 32327 Phone (850) 926-2593 Fax (850) 926-9257 www.hydraec.com Florida CA#28124

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HYDRA ENGINEERING & CONSTRUCTION, LLC

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AutoCAD SHX Text No. 56452 5645256452

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STATE OF

AutoCAD SHX Text This document has been electronically signed and sealed by Leslie Weiss on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies.

A

BDC12-24-25 Addendum 1.pdf
NOTICE
RFI Trench Curb Replacement.pdf
RFI Pipe Placement Layout.pdf
Pages from Stephen Foster Road Rehab RFI 08272024.pdf

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