LakesideDr_(City_of_Orlando_WRD_Mark-Up).pdf
PDF 593 KB Posted
- Solicitation number
- Y26-731
- Issued by
- Orange County, Orlando City, Florida
About this file
This is an engineering design markup document prepared by Singhofen Halff for the City of Orlando Water Reclamation Division detailing the Lakeside Drive Over Lake Rowena/Lake Sue Pipe Culvert Repair project in Orlando, Florida. The document presents site plans, profiles, and utility coordination information for the structural rehabilitation of an existing 120-inch diameter corrugated metal pipe (CMP) culvert. The primary scope involves cleaning the existing culvert and installing a 2-inch centrifugally cast concrete pipe (CCCP) structural liner system. The project includes mobilization, maintenance of traffic, erosion and water pollution prevention measures, clearing and grubbing, riprap ditch revetment systems, performance turf establishment, and as-built documentation. Key project constraints include no roadway closures permitted on Lakeside Drive, access to the site restricted to waterway access via barge only, and contractor staging required at Beeman Park with approval from Orange County. The non-mandatory pre-bid meeting is scheduled for March 5, 2026 at 1:30 p.m. at the Orange County Public Works Department, with questions due by March 11, 2026 at 5:00 p.m. EST and sealed bids due by 4:00 p.m. EST on March 26, 2026. Contractors must achieve substantial completion within 150 consecutive calendar days and final completion within 180 consecutive calendar days from the Notice to Proceed.
The estimated project cost is $628,577.09, with progress payments structured at 95% of completed work and 5% retainage until final completion. Liquidated damages of $500 per day apply for delays beyond the final completion deadline. All contractors must submit a bid bond or certified check equal to at least 10% of the bid amount, with performance and payment bonds required for contracts exceeding $100,000. Successful bidders must demonstrate at least five years of experience with CCCP systems and provide references for at least three similar projects completed within the last ten years involving centrifugally cast concrete pipe repairs of 72-inch or larger diameter pipes. The contractor bears full responsibility for all site investigation, subsurface condition assessment, groundwater determination, and utility location identification, with no claims for extras permitted based on actual conditions encountered. All necessary federal, state, and local permits must be obtained by the contractor, including compliance with the St. Johns River Water Management District General Environmental Resource Permit and the United States Army Corps of Engineers Nationwide General Permit Number 3. Bids must be submitted electronically through the OpenGov e-Procurement Platform, with no hand-delivery, mail, telephone, fax, or email submissions permitted.
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Text version
DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
FLORIDA
GOVERNMENT
ORANGE COUNTY
SHEET NO.
REF. DWG. NO.SHEET TITLE:
PROJECT NAME:
BRIDGE NO. ???????
ORLANDO, FL. 32817
11723 ORPINGTON ST. SUITE 100
SINGHOFEN HALFF
P.E. LICENSE NUMBER 51373
ROBERT GAYLORD, P.E.
PIPE CULVERT REPAIR
LAKESIDE DRIVE OVER LAKE ROWENA/LAKE SUE
N
AND SITE ACCESS LOCATION
CONTRACTOR STAGING AREA
BEEMAN PARK
SHALL SUBMIT STAGING PLAN TO COUNTY FOR APPROVAL.
CONTRACTOR STAGING AREA SHALL BE AT BEEMAN PARK. CONTRACTOR 3.
ACCESS TO PROJECT SITE SHALL BE VIA BARGE.2.
NO ROADWAY CLOSURES WILL BE ALLOWED.1.
NOTES:
LAKESIDE DR
L A
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D
LAKESIDE DR
SUE AVE
ROWENA AVE
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RIDGE AVE
WOODSIDE AVE
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LAKE SUE
LAKE ROWENA
PROJECT SITE
SITE PLAN
zur32601 Text Box *The information depicted in this PDF markup, including utility locations, invert elevations, pipe material, pipe sizing, and service lateral locations, contain third party information for reference purposes only. Field verification is required for exact locations, inverts, materials, sizing, lengths, and rim elevations. The information included in this markup shall not be used by the recipient for preparation of construction plans or otherwise used for construction without field verification of the information.
Mul35963 Text Box Plans to be marked up using the following color codes:
RED: Existing Utilities that are to be:
(a) To be removed or relocated horizontally or
(b) To be placed out-of-service (deactivated) but left in place.
GREEN: Existing Utilities to remain in place with no adjustment.
BROWN: New Utilities zur32601 Text Box Mark-Up City of Orlando Water Reclamation Division by: Rudy Mulamba, E.I.
7/30/2024
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DESCRIPTIONDATE DESCRIPTION DATE
REVISIONS
FLORIDA
GOVERNMENT
ORANGE COUNTY
SHEET NO.
REF. DWG. NO.SHEET TITLE:
PROJECT NAME:
BRIDGE NO. ???????
ORLANDO, FL. 32817
11723 ORPINGTON ST. SUITE 100
SINGHOFEN HALFF
P.E. LICENSE NUMBER 51373
ROBERT GAYLORD, P.E.
PIPE CULVERT REPAIR
LAKESIDE DRIVE OVER LAKE ROWENA/LAKE SUE
N
EXISTING 120" CMP
EXISTING GRADE
CONSTRUCTION BASELINE
L A
K E S
ID
E X I S
T I N
G
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EX. WALL
PLAN & PROFILE
Mul35963 Line
Mul35963 Callout City of Orlando
3" PVC
Sewer Force Main (to remain) zur32601 Text Box *The information depicted in this PDF markup, including utility locations, invert elevations, pipe material, pipe sizing, and service lateral locations, contain third party information for reference purposes only. Field verification is required for exact locations, inverts, materials, sizing, lengths, and rim elevations. The information included in this markup shall not be used by the recipient for preparation of construction plans or otherwise used for construction without field verification of the information.
Mul35963 Text Box Plans to be marked up using the following color codes:
RED: Existing Utilities that are to be:
(a) To be removed or relocated horizontally or
(b) To be placed out-of-service (deactivated) but left in place.
GREEN: Existing Utilities to remain in place with no adjustment.
BROWN: New Utilities
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