15200-JYLP_Sewer_Pump-out_Removal_2025-06-30_ML.pdf
PDF 3 MB Posted
- Solicitation number
- ITB 26-061
- Issued by
- Lee County, Fort Lauderdale City, Florida
About this file
This document is a technical drawing and specification sheet prepared by Stantec for the City of Fort Myers, Florida, detailing the removal and replacement of a sewer pump-out assembly located at John Yarbrough Linear Park. The project involves isolating flow in an existing 24-inch force main by closing two valves located north of Colonial Boulevard, removing the existing pump-out assembly and manhole structure, and removing all piping from the pump-out assembly back to the existing 24-inch by 24-inch WYE fitting. The work scope includes installing new DR18 PVC pipe with two restrained mechanical joint DI solid sleeves, backfilling the excavation to match existing adjacent grade using select fill compacted to 98 percent ASTM D1557 density in 12-inch maximum lifts, and properly disposing of all demolished materials in accordance with applicable laws and regulations. The project is scheduled for completion in June 2025, as indicated by the document date and project timeline.
The contract includes three bid line items: CFM-002 for the pump-out assembly removal (one lump sum item), CFM-003 for 24-inch line stop contingency (two units), and CFM-004 for additional sewer pump-out removal mobilization contingency (one lump sum item). The specifications require contractors to have emergency repair sleeves on hand in case flow cannot be isolated, provide a professional licensed surveyor to seal and certify the location of the new installed pipe, and comply with City of Fort Myers Public Utilities Department technical specifications and FDOT design standards for traffic management and lane closures. Work may be performed during day or night hours as determined by the City based on its ability to isolate the main.
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Text version
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CITY OF FORT MYERS
JOHN YARBOROUGH
LINEAR PARK
SEWER PUMP-OUT REMOVAL
FORT MYERS, Florida
JUNE, 2025
STANTEC PROJECT NUMBER: 177315200
CERTIFICATE OF AUTHORIZATION NO. 27013
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This item has been digitally signed and sealed by Marc Lean, PE on the date adjacent to the seal.
Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
Project No.:
Scale:
Revision:
Drawing No.
Sheet:
Title
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File Name: C-101
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NOTES
1. ALL EQUIPMENT, MATERIALS, WORK SHALL BE COMPLETED IN CONFORMANCE
WITH THE CITY OF FORT MYERS PUBLIC UTILITIES DEPARTMENTS'S TECHNICAL
SPECIFICATIONS, WHICH CAN BE FOUND HERE:
https://www.fortmyers.gov/2143/Details-Specs
2. ISOLATE FLOW IN THE EXISTING 24-INCH FORCE MAIN BY CLOSING VALVE 1 AND
VALVE 2, LOCATED APPROXIMATELY 400 LF NORTH OF VALVE 1, JUST NORTH OF
COLONIAL BLVD.
3. PROVIDE A MEANS TO PROPERLY CAPTURE AND DISPOSE OF ANY
WASTEWATER THAT MAY NEED TO DRAIN FROM THE 24-INCH FORCE MAIN IN
ORDER TO REMOVE THE PUMP-OUT ASSEMBLY AND RESTORE THE FORCE MAIN
TO SERVICE. DRAIN AS NECESSARY TO COMPLETE THE WORK.
4. REMOVE EXISTING PUMP-OUT ASSEMBLY AND MANHOLE STRUCTURE.
5. REMOVE ALL PIPING FROM THE PUMP-OUT ASSEMBLY BACK TO THE EXISTING
24"x24" WYE FITTING, INCLUDING THE WYE FITTING. THEN, INSTALL NEW DR18
PVC PIPE WITH TWO RESTRAINED MJ DI SOLID SLEEVES.
6. BACKFILL EXCAVATION TO MATCH EXISTING ADJACENT GRADE USING SELECT
FILL, COMPACTED TO 98% ASTM D1557. BACKFILL AND COMPACT TO GRADE IN
12" (MAX) LIFTS.
7. PROPERLY DISPOSED OF ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH
ALL APPLICABLE LAWS AND REGULATIONS.
8. CONTRACTOR SHALL NOTE CONTINGENCY BID ITEMS HAVE BEEN PROVIDED IN
THE EVENT THE EXISTING ISOLATION VALVES DON'T FUNCTION.
9. CONTRACTOR'S BID SHALL INCLUDE HAVING EMERGENCY REPAIR SLEEVES ON
HAND IN THE EVENT FLOW CANNOT BE ISOLATED FOR COMPLETING THE WORK.
10. CONTRCTOR SHALL PROVIDE MOT IN CONFORMANCE WITH INDEX 600 OF THE
FDOT DESIGN STANDARDS. FDOT LANE CLOSURE RESTRICTIONS APPLY AND
ONLY EVENING CLOSURES ARE ALLOWED (ASSUMING APPROPRIATE).
11. CONTRACTOR'S PRICE TO COMPLETE THE WORK SHALL INCLUDE COMPLETING
THE WORK DURING THE DAY OR NIGHT, AS DETERMINED BY THE CITY BASED ON
ITS ABILITY TO ISOLATE THE MAIN.
C O
LO
N
IA
L
BL
VD
TEN MILE CANAL
C-101
SEWER PUMP-OUT
REMOVAL PLAN
NONE
MPL ML OB
PROPOSED WORK
SCALE: NONE
EXISTING
SCALE: NONE
EXISTING 24" FORCE MAIN
REMOVED
VALVE 2 LOCATED APPROXIMATELY
400 LF NORTH OF VALVE 1
VALVE 2
(NORTH OF
COLONIAL BLVD)
EXISTING PUMP-OUT CONNECTION
TO BE REMOVED
SEE NOTES
VALVE 1
S
15'-0"
S( B)
L
F
90 LF
EXISTING 24"x24" DI MJ WYE
TO BE REMOVED AND REPLACED WITH PVC PIPE
REMOVE EXISTING
PUMP-OUT AND MANHOLE
RESTORE AREAS TO
EXISTING GRADE
SCHEDULE OF VALUES
BID ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
CFM-002 PUMP-OUT ASSEMBLY REMOVAL LS 1
CFM-003 24" LINE STOP CONTINGENCY EA 2
CFM-004 ADDITIONAL SEWER PUMP-OUT REMOVAL
MOBILIZATION CONTINGENCY LS 1
CFM-002 PUMP-OUT ASSEMBLY REMOVAL - THIS ITEM SHALL INCLUDE ALL MOBILIZATION, DEMOBILIZATION, EQUIPMENT, MATERIALS, LABOR, AND SERVICES FOR THE COMPLETE REMOVAL OF THE EXISTING MANHOLE STRUCTURE AND LID, PUMP OUT ASSEMBLY PIPING
FROM THE STRUCTURE ALL THE WAY TO THE EXISTING 24-INCH FORCE MAIN, REMOVAL OF THE EXISTING 24" x 24" WYE FITTING, INSTALLATION OF NEW 24" DIAMETER DR18 PVC PIPE AND SOLID SLEEVES WITH RESTRAINED MECHANICAL JOINTS, THEN BACKFILL THE
EXCAVATION USING SELECT FILL, COMPACTING IN 12-INCH MAX. LOOSE LIFTS TO ACHIEVE 98% DENSITY PER ASTM D1557. THIS ALSO
INCLUDE PROPERLY DISPOSING OF ALL REMOVED MATERIALS IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.
THIS ITEM SHALL ALSO INCLUDE THE CONTRACTOR HAVING A PROFESSIONAL LICENSED SURVEYOR PROVIDE A SIGNED AND SEALED
PLAN SHOWING THE LOCATION OF THE NEW PIPE INSTALLED.
CFM-003 24" LINE STOP CONTINGENCY - THIS ITEM SHALL INCLUDE ALL COSTS FOR PLACING INTO SERVICE EACH LINE STOP NEEDED TO
ISOLATE FLOW TO ALLOW FOR REMOVAL OF THE EXISTING 24" x 24" WYE FITTING AND PUMP-OUT ASSEMBLY.
CFM-004 ADDITIONAL SEWER PUMP-OUT REMOVAL MOBILIZATION CONTINGENCY - THIS ITEM SHALL INCLUDE ALL COSTS FOR THE
CONTRACTOR TO REMOBILIZE TO THE SITE IN THE EVENT THEY CANNOT ISOLATE THE FORCE MAIN FOR REMOVING THE EXISTING 24" x
24" WYE FITTING AND PUMP-OUT ASSEMBLY
MEASUREMENT AND PAYMENT
N
PROPOSED BRIDGE
TOTAL BID AMOUNT
| 15200-G-001 |
| g-001 |
| c-101 |
| C-101 |
| 2025-06-30T12:08:23-0400 | |
| Marc Lean | |
| I am approving this document |
File details come from the government source that posted it. Updated .