SR_83_US_331_Irrigation_Layout_FINAL.pdf

PDF 2 MB Posted

Attached to
Beach Amusements and Activities
Solicitation number
25-26
Issued by
Walton County, Florida

About this file

This is an irrigation layout plan document for Walton County, Florida's SR 83 (US 331) Landscaping Improvements project, a joint initiative between Walton County and the Florida Department of Transportation (FDOT). The project encompasses sod replacement and irrigation installation across approximately 256,500 square feet of the SR 83 (US 331) scenic corridor median from SR 30 (US 98) to north of Chat Holley Road. The work is divided into two phases: Phase 1 extends from Coastal Center Drive to the south side of the Clyde B. Wells Bridge, and Phase 2 extends from US Highway 98 to Coastal Center Drive. The mandatory pre-bid conference is scheduled for October 27, 2025, at 10:00 am, with bid responses due on November 17, 2025, at 3:00 pm. The contract duration is 60 days for substantial completion, with an additional 30 days allotted for punch list completion. Contractors must notify the Beach Operations Department 48 hours prior to construction and submit an 811 dig ticket prior to excavation to verify utility locations.

The irrigation system must be designed and installed using Rain Bird pressure compensating emitters with specified flow rates of 3 gallons per plant and 1 gallon per day, with all piping consisting of minimum Schedule 40 PVC buried at least 12 inches deep and trenched a minimum of 12 inches from the back of curb. The contractor is required to provide a one-year warranty on the irrigation system against defects in material and workmanship and ensure 100% coverage of all planted and sod areas without overspray onto roadways or median openings. All lane and shoulder closures must be requested in writing and approved a minimum of 48 hours prior to work, with up to 2 weeks allowed for the approval process. The project is structured as a lump sum bid with six line items: mobilization, maintenance of traffic, removal of existing sod and site preparation, Zoysia sod installation, irrigation system components and installation, and a 10% owner's contingency, with the total project cost estimated at approximately $670,000. Payment will be made in two progress payments upon substantial completion of each phase, and contractors will be subject to liquidated damages of $1,685 per calendar day for project delays.

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Beach_Amusements_and_Activities.pdf PDF
Beach_Amusements_and_Activities.pdf PDF
Beach_Amusements_and_Activities.pdf PDF
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Attachment_B.pdf PDF
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331_Landscaping_ITB_25-26_JPA_Agreement_with_FDOT.pdf PDF
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331_Landscaping_ITB_25-26_JPA_Agreement_with_FDOT.pdf PDF
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Public_Construction_Bond_(25).doc DOC document
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Public_Construction_Bond_(25).doc DOC document
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SR_83_US_331_Irrigation_Layout_FINAL.pdf PDF
SR_83_US_331_Irrigation_Layout_FINAL.pdf PDF
SR_83_US_331_Irrigation_Layout_FINAL.pdf PDF
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GENERAL NOTES

1. THE CONTRACTORS SHALL NOTIFY BEACH OPERATIONS DEPARTMENT 48 HOURS PRIOR TO

CONSTRUCTION.

2. THE CONTRACTOR IS TO USE EXTREME CAUTION WHEN WORKING IN OR AROUND AREAS OF

OVERHEAD POWER LINES AND UNDERGROUND UTILITIES.

3. THE CONTRACTOR SHALL NOTIFY THE COUNTY IN WRITING WHEN THE PROJECT IS SUBSTAN-

TIALLY COMPLETE. THE COUNTY WILL REVIEW THE PROJECT TO DETERMINE IF THE PROJECT

IS SUBSTANTIALLY COMPLETE. SUBSTANTIALLY COMPLETE IS DEFINED IN CONTRACT.

4. TRAFFIC CONTROL PLANS IMPLEMENTED WILL BE AS PER FDOT INDEX 600 SERIES .

5. LANE AND SHOULDER CLOSURES: ALL LANE AND SHOULDER CLOSURES MUST BE REQUEST-

ED IN WRITING AND APPROVED A MINIMUM OF 48 HOURS PRIOR TO WORK STARTING.

ALLOW UP TO 2 WEEKS FOR LANE CLOSURE APPROVAL PROCESS. CONTACT LOCAL PERMIT'S

OFFICE FOR MORE DETAILS AT 850- 836-5790 OR 850-836-5742.

6. ANY ROAD OR PROPERTY DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE RESTORED

OR RECONSTRUCTED AS DIRECTED BY BEACH OPERATIONS DEPARTMENT. IRRIGATION NOTES

1. CONTRACTOR SHALL WARRANTY IRRIGATION SYSTEM FOR ONE YEAR AGAINST DEFECTS IN MATERIAL AND

WORKMANSHIP

2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES and SUBMITT AN 811 DIG TICKET PRIOR TO

ESCAVATION

3. PVC PIPING TO BE BURIED A MINIMUM OF 12”

4. TRENCHING TO BE A MINIMUN OF 12 “ FROM BACK OF CURB AND BACKFILLED WITH CLEAN COMPACT

MATERIAL

5. All IRRIGATION PIPE MINIMUM SCHEDULE 40 PVC

6. IRRIGATION COMPONENTS SHALL NOT OVERSPRAY ONTO ROADWAY OR MEDIAN OPENING

7. VALVE BOXES SHALL BE INSTALLED FLUSH WITH GRADE

8. IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% COVERAGE OF ALL PLANTED AND SOD AREAS

9. CONTRACTOR TO INSTALL RAIN BIRD PRESSURE COMPENSATING EMMITERS TO ESTABLISH THE FOLLOWIN

FLOW RATES

3 GAL Plant / 1 GAL Per Day

PHASE PLAN

1. PHASE 1: FROM COASTAL CENTER DRIVE TO SOUTH SIDE OF THE CLYDE B WELLS BRIDGE.

2. PHASE 2: FROM US HWY 98 TO COASTAL CENTER DRIVE.

IRRIGATION LAYOUT

SR 83 (US 331) MEDIAN

FROM SR 30 (US 98) TO SOUTH OF CLYDE B. WELLS BRIDGE

PHASE 2

BEGIN

PHASE 2 PHASE 1

END BEGIN

PHASE 1

END

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