ITB_ENG260395_Tuscawilla_Alum_Treatment_System_Removal_-_Exhibit_C_-_Plan_Set.pdf
PDF 2 MB Posted
- Attached to
- Tuscawilla Alum Treatment System Removal
- Solicitation number
- ITB ENG/260395
- Issued by
- Marion County, Orlando City, Florida
About this file
This is a plan set exhibit document for the City of Ocala, Florida, detailing the demolition and removal of the Tuscawilla Alum Treatment System located at Tuscawilla Park (Parcel ID #28220-000-00) on NE 3rd Street in Ocala, Marion County. The project requires the demolition of existing alum stormwater treatment system equipment while preserving the existing building and maintaining utility connections serving that building. The contract, identified as ITB ENG/260395, includes the removal and hauling away of demolished materials, capping and abandonment of connections to the system equipment, and site restoration. A non-mandatory pre-bid meeting and site visit is scheduled for Tuesday, March 17, 2026, at 9:00 a.m. at Tuscawilla Park, 475 NE 3rd Street, Ocala, FL 34470. The plan set (prepared by Engineer of Record Austin H. Cash, P.E., Florida Professional Engineer License No. 101078) comprises five sheets including a key sheet, signature sheet, demolition exhibit, demolition notes, and site photos.
The demolition notes establish specific requirements for the contractor, including maintaining a minimum 20-foot approach distance from overhead power lines, disconnection of electrical power by the City of Ocala prior to demolition commencement, removal of aboveground utilities to a maximum depth of 4 feet below grade, and proper capping of water main connections with pressure testing to ensure no leaks. All in-ground electrical pull boxes are to remain in place, and the contractor must remove all light poles and trees within demolition limits, dispose of any environmentally hazardous materials appropriately, and backfill voids with clean, free-draining fill material. Upon completion, all disturbed areas must be graded to match surrounding elevations and seeded as necessary. The file indicates that all existing utility connections and meters serving the alum station shall be disconnected and abandoned, while those serving the existing building shall remain operational.
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Text version
FIGURE SHEET
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA
DELAND 4
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
FT PIERCE
FT MYERS
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
FORT WALTON
BEACH
PENSACOLA
WEST PALM
BEACH
FLORIDA
TURNPIKE
PANAMA
CITY
LAKE
CITY
DAYTONA
BEACH
SARASOTA -
BRADENTON
BEE LINE
EXPRESSWAY
PROJECT LOCATION
OCALA, MARION COUNTY, FL
PROJECT LOCATION
PARCEL ID#: 28220-000-00
N
CITY ENGINEER'S OFFICE
LOCAL UTILITIES
UTILITY COMPANY PHONE NUMBER EMERGENCY
OCALA PUBLIC WORKS (TRAFFIC) (352) 351-6733
OCALA ELECTRIC UTILITY (352) 351-6650 (352) 351-6666
(LEAVE MESSAGE)
OCALA WATER RESOURCES (352) 351-6772 (352) 351-6775
COX COMMUNICATIONS (888) 269-9693
CENTURYLINK (352) 368-8817
TECO GAS (352) 622-0112 (352) 622-0111
CONTRACT PLANS
INDEX
SHEET NO. SHEET DESCRIPTION
1 KEY SHEET
2 SIGNATURE SHEET
3 DEMOLITION EXHIBIT
4 DEMO NOTES
5 SITE PHOTOS
ITB NO. ENGCIP25-0025
100% PLANS
FOR CONSTRUCTION
DATE: 12/23/2025
1805 NE 30th AVE, BLDG #600
OCALA, FLORIDA 34470
TUSCAWILLA ALUM STATION
REMOVAL
KEY SHEET
DESCRIPTIONDATE DESCRIPTION DATE
R E V I S I O N S
SHEET
No.
PREPARED BY PROJECT No. 25204
PROJECT NAME: TUSCAWILLA ALUM STATION REMOVAL
ENGINEER OF RECORD
AUSTIN H CASH, P.E.
STATE OF FLORIDA PROFESSIONAL
ENGINEER LICENSE NUMBER: 101078
VALID ONLY WITH EMBOSSED SEAL
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE FOLLOWING SHEETS IN
ACCORDANCE WITH RULE 61G15-23.004‚ F.A.C.
CITY OF OCALA
CITY ENGINEER'S OFFICE
1805 NE 30TH AVE., BLDG. 300
OCALA, FL 34470
PLAN INDEX
KEY SHEET
SIGNATURE SHEET
DEMOLITION EXHIBIT
DEMO NOTES
SITE PHOTOS
SIGNATURE SHEET
DESCRIPTIONDATE DESCRIPTION DATE
R E V I S I O N S
SHEET
No.
PREPARED BY PROJECT No. 25204
PROJECT NAME: TUSCAWILLA ALUM STATION REMOVAL
ENGINEER OF RECORD
AUSTIN H CASH, P.E.
STATE OF FLORIDA PROFESSIONAL
ENGINEER LICENSE NUMBER: 101078
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AutoCAD SHX Text No 101078 101078101078
STATE OF
DEMOLITION EXHIBIT
DESCRIPTIONDATE DESCRIPTION DATE
R E V I S I O N S
SHEET
No.
PREPARED BY PROJECT No. 25204
PROJECT NAME: TUSCAWILLA ALUM STATION REMOVAL
REMOVE EXISTING
EQUIPMENT FOR ALUM
TREATMENT SYSTEM
EXISTING POWER
PANEL TO REMAIN
EXISTING WATER SERVICE
LINE TO REMAIN
REMOVE EXISTING
CONCRETE STRUCTURE
REMOVE EXISTING
3" PVC LINE
CAP EXISTING
1" PVC LINES (2)
EXISTING 1"
WATER SERVICE
LINE, WATER
METER AND BFE
TO REMAIN
CAP EXISTING
6" PVC LINE
DISCONNECT AND ABANDON
EXISTING 1" PRGS CONDUIT
CAP EXISTING
1 1/2" PVC LINE
CAP EXISTING
1 1/2" PVC LINE
EXTERIOR DEMOLITION PLAN:
NOT TO SCALE
INTERIOR DEMOLITION PLAN:
NOT TO SCALE
NE 3RD ST.
GENERAL UTILITY NOTE:
ALL EXISTING UTILITY CONNECTIONS AND
METERS SERVING THE EXISTING
BUILDING SHALL REMAIN.
GENERAL ALUM STATION NOTE:
ALL EXISTING UTILITY CONNECTIONS AND
METERS SERVING THE ALUM STATION
SHALL BE DISCONNECTED AND
ABANDONED.
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ENGINEER OF RECORD
AUSTIN H CASH, P.E.
STATE OF FLORIDA PROFESSIONAL
ENGINEER LICENSE NUMBER: 101078
VALID ONLY WITH EMBOSSED SEAL
EXISTING 12"
WATER MAIN
R E V I S I O N S
SHEET
No.
PREPARED BY PROJECT No. 25204
PROJECT NAME: TUSCAWILLA ALUM STATION REMOVAL
DEMO NOTES
AUSTIN H CASH, P.E.
STATE OF FLORIDA PROFESSIONAL
ENGINEER LICENSE NUMBER: 101078
VALID ONLY WITH EMBOSSED SEAL
DISCLAIMER
This information provided was derived from documents in the possession of the City of Ocala that are readily available. All existing underground utilities should be considered assumed. No warranties, expressed or implied, are provided as to the accuracy of the underground data herein & should be verified to determine exact location.
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IN
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IN
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1. DEMOLITION IS FOR THE EXISTING ITEMS (MAINLY ABOVE GROUND) WITHIN DEMOLITION LIMITS. DEMOLITION IS FOR THE EXISTING ITEMS (MAINLY ABOVE GROUND) WITHIN DEMOLITION LIMITS. 2. "DEMOLITION ITEM" SHALL REFER TO ANY EXISTING STRUCTURE OR COMPONENT THAT IS TO BE REMOVED. "DEMOLITION ITEM" SHALL REFER TO ANY EXISTING STRUCTURE OR COMPONENT THAT IS TO BE REMOVED. 3. "REMOVE" SHALL REFER TO THE DEMOLITION (OR DISMANTLING) AND REMOVAL OF ANY DEMOLITION ITEM (OR UTILITY) AND THE "REMOVE" SHALL REFER TO THE DEMOLITION (OR DISMANTLING) AND REMOVAL OF ANY DEMOLITION ITEM (OR UTILITY) AND THE HAULING AWAY OF MATERIALS, BY THE CONTRACTOR, TO THE APPROPRIATE DESTINATIONS. 4. THE EXISTING TEMPORARY FENCE IS TO REMAIN IN PLACE DURING AND AFTER THE DEMOLITION PHASE. THE EXISTING TEMPORARY FENCE IS TO REMAIN IN PLACE DURING AND AFTER THE DEMOLITION PHASE. 5. CONSTRUCTION EQUIPMENT MUST MAINTAIN A MINIMUM APPROACH DISTANCE OF 20' FROM ANY OVERHEAD POWER LINES. CONSTRUCTION EQUIPMENT MUST MAINTAIN A MINIMUM APPROACH DISTANCE OF 20' FROM ANY OVERHEAD POWER LINES. 6. ALL ELECTRICAL POWER SUPPLY TO THE DEMOLITION LIMITS IS TO BE PROPERLY DISCONNECTED BY THE CITY OF OCALA BEFORE ALL ELECTRICAL POWER SUPPLY TO THE DEMOLITION LIMITS IS TO BE PROPERLY DISCONNECTED BY THE CITY OF OCALA BEFORE THE ACTUAL DEMOLITION BEGINS. 7. ALL IN GROUND PULL BOXES (ELECTRICAL VAULTS) ARE TO REMAIN. ALL IN GROUND PULL BOXES (ELECTRICAL VAULTS) ARE TO REMAIN. 8. UNDERGROUND UTILITIES THAT ARE TO BE ABANDONED SHALL REMAIN IN PLACE (TO BE COORDINATED WITH CITY OF OCALA, UNDERGROUND UTILITIES THAT ARE TO BE ABANDONED SHALL REMAIN IN PLACE (TO BE COORDINATED WITH CITY OF OCALA, ENGINEERING & WATER RESOURCES) HOWEVER, ALL EXISTING FUNCTIONAL WATER MAINS, THAT ARE CONNECTED TO THE DEMOLITION ITEMS, ARE TO BE: 8.1. CAPPED AT THE NECESSARY AREAS WHERE DISCONNECTION IS MADE, CAPPED AT THE NECESSARY AREAS WHERE DISCONNECTION IS MADE, 8.2. PRESSURE TESTED TO ENSURE THAT THERE ARE NO LEAKS, PRESSURE TESTED TO ENSURE THAT THERE ARE NO LEAKS, 8.3. AND WHERE THERE IS A GAP CAUSED BY THE DEMOLITION, SIMILAR ADDITIONAL MATERIAL IS TO BE ADDED, SO THAT THE AND WHERE THERE IS A GAP CAUSED BY THE DEMOLITION, SIMILAR ADDITIONAL MATERIAL IS TO BE ADDED, SO THAT THE PIPE NETWORK LOOP IS CLOSED AS NECESSARY. 9. ABOVEGROUND UTILITIES, IF APPLICABLE, ARE TO BE REMOVED TO A DEPTH OF 4' BELOW GRADE (MAX.) AND CAPPED AS ABOVEGROUND UTILITIES, IF APPLICABLE, ARE TO BE REMOVED TO A DEPTH OF 4' BELOW GRADE (MAX.) AND CAPPED AS NECESSARY. 10. ALL ATTACHMENTS, OF A DEMOLITION ITEM, ARE TO BE REMOVED. ALL ATTACHMENTS, OF A DEMOLITION ITEM, ARE TO BE REMOVED. 10.1. ATTACHMENTS INCLUDE, BUT ARE NOT LIMITED TO, SUPPORTING STRUCTURES AND ITEMS THAT ARE LOCATED WITHIN, OR ATTACHMENTS INCLUDE, BUT ARE NOT LIMITED TO, SUPPORTING STRUCTURES AND ITEMS THAT ARE LOCATED WITHIN, OR IMMEDIATELY ATTACHED TO, A DEMOLITION ITEM. 11. REMOVE ALL LIGHT POLES WITHIN DEMOLITION LIMITS. REMOVE ALL LIGHT POLES WITHIN DEMOLITION LIMITS. 12. REMOVE ALL TREES WITHIN DEMOLITION LIMITS. REMOVE ALL TREES WITHIN DEMOLITION LIMITS. 13. ALL MATERIALS LISTED IN THE "SCOPE OF WORK" SHOULD BE CONSIDERED ASSUMED. MAY NOT INCLUDE ALL MATERIALS ALL MATERIALS LISTED IN THE "SCOPE OF WORK" SHOULD BE CONSIDERED ASSUMED. MAY NOT INCLUDE ALL MATERIALS PRESENT IN STRUCTURES, ONLY THE BULK OF MATERIALS PRESENT. 14. ALL ENVIRONMENTALLY HAZARDOUS MATERIALS, IF FOUND, ARE TO BE APPROPRIATELY DISPOSED OF SO THAT THEY DO NOT ALL ENVIRONMENTALLY HAZARDOUS MATERIALS, IF FOUND, ARE TO BE APPROPRIATELY DISPOSED OF SO THAT THEY DO NOT POSE ANY THREAT TO THE ENVIRONMENT. 15. ALL DEMOLITION ITEMS, IF APPLICABLE, ARE TO BE REMOVED 4' BELOW GRADE (MAX.) AND WHAT REMAINS IS TO BE BROKEN ALL DEMOLITION ITEMS, IF APPLICABLE, ARE TO BE REMOVED 4' BELOW GRADE (MAX.) AND WHAT REMAINS IS TO BE BROKEN UP TO MEET FLORIDA D.E.P. STANDARDS AS STATED IN THE 'D.E.P. WWTF ABANDONMENT REQUIREMENTS': 16. LEVEL WORK AREA AS NECESSARY. BACK FILL, WITH DIRT, ALL VOIDS CREATED BY THE DEMOLITION. USE CLEAN FILL (FREE LEVEL WORK AREA AS NECESSARY. BACK FILL, WITH DIRT, ALL VOIDS CREATED BY THE DEMOLITION. USE CLEAN FILL (FREE DRAINING). 17. TO KEEP STORM WATER RUNOFF FLOWING ACROSS AND TO THE PROPER DESTINATION, RETURN ALL DISTURBED AREAS TO TO KEEP STORM WATER RUNOFF FLOWING ACROSS AND TO THE PROPER DESTINATION, RETURN ALL DISTURBED AREAS TO GRADE. THE CITY WOULD PREFER THAT THE FULL EXTENT OF THE DEMOLITION LIMITS BE GRADED TO BEST MATCH THE IMMEDIATE SURROUNDING AREA AND/OR THE ELEVATION OF THE EXISTING PARKING AREA (ITEM S ON SHEET 4). 18. SEED, AS NECESSARY, ALL DISTURBED AREAS.SEED, AS NECESSARY, ALL DISTURBED AREAS.
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DEMOLITION NOTES
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BACKFILLED TRENCH
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SPACING OF POSTS TO BE 6'-10' APART
AutoCAD SHX Text FILTER FABRIC MATERIAL (FOR ADDITIONAL STRENGTH, FILTER FABRIC CAN BE ATTATCHED TO A 6" (MAX.) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS.
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APPROXIMATELY 4" BY 4" TRENCH
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RUN OFF
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WOOD OR STEEL POST
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FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR USE THE WIRE MESH
AutoCAD SHX Text APPROXIMATELY 8" OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COMPACTED BACKFILL MATERIAL.
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DRIVE BOTH POSTS ABOUT 18" INTO THE GROUND AND BURY FLAP.
AutoCAD SHX Text ROTATE BOTH POSTS AT LEASST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL.
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PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE
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ATTATCHING TWO SILT FENCES
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DIRECTION OF RUN OFF WATER
TYP. SILT FENCE DETAILS
R E V I S I O N S
SHEET
No.
PREPARED BY PROJECT No. 25204
PROJECT NAME: TUSCAWILLA ALUM STATION REMOVAL
SITE PHOTOS
BUILDING
LAYOUT
AUSTIN H CASH, P.E.
STATE OF FLORIDA PROFESSIONAL
ENGINEER LICENSE NUMBER: 101078
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| ALUM EXHIBIT-1 - KEY SHEET |
| Sheets and Views |
| ALUM EXHIBIT-1 - KEY SHEET |
| ALUM EXHIBIT-2 - SIGNATURE SHEET |
| Sheets and Views |
| ALUM EXHIBIT-2 - SIGNATURE SHEET |
| ALUM EXHIBIT-3 - PLAN EXHIBIT |
| Sheets and Views |
| ALUM EXHIBIT-3 - PLAN EXHIBIT |
| ALUM EXHIBIT-4 - DEMO NOTES |
| Sheets and Views |
| 4 - DEMO NOTES |
| ALUM EXHIBIT-5 - SITE PHOTOS |
| Sheets and Views |
| ALUM EXHIBIT-5 - SITE PHOTOS |
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