Attachement_E_McIntosh_Power_Plant_Demo_(FW8287)_IFC_Signed.pdf
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- Solicitation number
- 2026-RFP-049
- Issued by
- Polk County, Florida
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McIntosh Power Plant Demolition and Stormwater Modifications - Construction Plans Summary
This document comprises the construction plans (Drawing Set FW8287) for the McIntosh Power Plant Demolition and Stormwater Modifications project prepared for Lakeland Electric, a municipal utility located in Lakeland, Florida. The project encompasses the removal of existing infrastructure, demolition of structures, site grading, and construction of a comprehensive stormwater management system across approximately 91.9 acres at 3030 East Lake Parker Drive, Lakeland, Florida. Specific demolition areas include the North Coal Yard and Truck Wash (24.9 acres), Unit 3 and Process Ponds (56.0 acres), and a proposed retention area expansion (11.0 acres). Primary construction deliverables include two new stormwater retention ponds designated as the "West Pond" and "Administration Pond," alterations to existing surface water ponds, installation of new outfalls, riprap revetments, concrete flumes, erosion and sediment control measures, and site restoration with sodding. The construction plans consist of 24 sheets detailing existing topographic surveys, demolition areas, proposed grading plans, stormwater details, cross-sections, SWPPP (Stormwater Pollution Prevention Plan) plans, erosion and sedimentation control plans, and construction sequencing guidance. All work must conform to City of Lakeland land development and zoning ordinances and comply with NPDES General Permit requirements and Florida Trench Safety Act standards.
The construction plans, issued for construction in December 2025 and prepared by TDA (design professional: Michael H. Scott, PE - License No. 72475), establish the technical specifications and requirements for all contractors performing work on this project. Key contractual provisions specify that the contractor assumes full responsibility for verifying all dimensions and site conditions before commencing work, must report any discrepancies to the engineer immediately, and will be held responsible for execution of work in accordance with contract documents and specifications. All contractors and subcontractors must indemnify the owner and engineer from liability, maintain a competent superintendent on-site at all times, call 811 for utility locates prior to excavation, and maintain 95 percent Standard Proctor compaction for backfill materials. Additional requirements include a 12-month warranty against defects in materials and workmanship from the date of final acceptance, prohibition on surface water discharge from the site (with contractor responsibility for water disposal at a wastewater treatment facility at their expense), and mandatory sodding of disturbed areas within 14 days of disturbance. No surface stockpiles of fill material are permitted without additional permitting. The project includes compliance with OSHA safety regulations, dewatering restrictions requiring additional permits if necessary, and routine soil erosion and sediment control inspections documented and provided to the owner upon completion.
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VICINITY MAP
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
PROJECT NO. FW8287
CONSTRUCTION PLANS
DECEMBER 2025
PREPARED FOR:
PREPARED BY:
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
TELEPHONE: 813.558.0990
DETAIL NUMBER
DETAIL NUMBER
EXAMPLE:
XXXXX
TITLE XX
SCALE:XX
XREF: FILENAME
DRAWING ON WHICH
ABOVE DETAIL WAS
FIRST REFERENCED
SHEET ON WHICH ABOVE
DETAIL IS PRESENTED
DETAIL NUMBER 2 PRESENTED ON SHEET NO. 4 WAS
REFERENCED FOR THE FIRST TIME ON SHEET NO. 2.
SECTION AND DETAIL IDENTIFICATION LEGEND
Z
SECTION LETTER
SHEET ON WHICH ABOVE
SECTION IS PRESENTED
COVER SHEET
LOCATION MAP
0 63
SCALE IN MILES
SOURCE: MICROSOFT CORP. BING MAPS
SITE MAP
SCALE IN FEET
800 1600
SOURCE: MICROSOFT CORP. BING MAPS
N
0 5000 10000
SCALE IN FEET
SITE
SITE
SOURCE: MICROSOFT CORP. BING MAPS
PROJECT
AREAS
N N
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TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C01
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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LAKELAND ELECTRIC
501 EAST LEMON STREET LAKELAND,
FLORIDA 33801 USA
DRAWING LIST
DRAWING NO. DRAWING TITLE
1 COVER SHEET
2 GENERAL NOTES
3 EXISTING CONDTIONS TOPOGRAPHIC SURVEY (1)
4 EXISTING CONDITIONS TOPOGRAPHIC SURVEY (2)
5 GEOMETRIC CONTROL PLAN
6 NORTH COAL YARD AND TRUCK WASH DEMOLITION
7 SOUTH COAL YARD DEMOLITION
8 NORTHWEST PROCESS WATER POND AREA DEMOLITION
9 SOUTH POWER BLOCK AREA DEMOLITION
10 PROPOSED GRADING PLAN - ADMIN AREA
11 PROPOSED GRADING PLAN - COAL YARD
12 PROPOSED GRADING PLAN - ZERO DISCHARGE POND AND ADMINISTRATION POND
13 STORMWATER POND CONTROL POINTS
14 STORMWATER DETAILS I
15 STORMWATER DETAILS II
16 CROSS SECTIONS (1)
17 CROSS SECTIONS (2)
18 CROSS SECTIONS (3)
19 SWPPP PLAN (1)
20 SWPPP PLAN (2)
21 EROSION AND SEDIMENTATION CONTROL PLAN (1)
22 EROSION AND SEDIMENTATION CONTROL PLAN (2)
23 SWPPP AND EROSION AND SEDIMENTATION CONTROL DETAILS
24 CONSTRUCTION SEQUENCING PLAN
GENERAL NOTES
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SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C02
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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GENERAL
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS ESTABLISHED IN THE CITY OF LAKELAND, FLORIDA LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
2. THE STANDARD SPECIFICATIONS LISTED ON THESE CONSTRUCTION PLANS AND SUBSEQUENT DETAILS ARE ALL TO BE CONSIDERED AS PART ON THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS OR ACCESSORIES NECESSARY TO COMPLETE THIS WORK MAY NOT BE
SPECIFICALLY NOTED BUT ARE TO BE CONSIDERED A PART OF THE CONTRACT.
3. NO CONSTRUCTION PLANS SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED "CONSTRUCTION". PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THEIR WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE CONSTRUCTION PLANS, HE OR SHE MUST IMMEDIATELY REPORT SAME TO THE ENGINEER BEFORE DOING ANY WORK, OTHERWISE THE CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION PLANS, STANDARD SPECIFICATIONS AND/OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTIONS FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES. FAILING TO SECURE SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT HIS OWN RISK AND EXPENSE. IN THE EVENT OF ANY DOUBT OR QUESTION ARISING WITH RESPECT TO THE TRUE MEANING OF THE CONSTRUCTION PLANS OR SPECIFICATIONS, THE DECISION OF THE
ENGINEER SHALL BE FINAL AND CONCLUSIVE.
4. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE GUARANTEED AGAINST ALL DEFECTS IN MATERIALS AND WORKMANSHIP OR WHATEVER NATURE BY THE CONTRACTOR AND HIS SURETY FOR A PERIOD OF 12 MONTHS FROM THE DATE OF FINAL ACCEPTANCE OF
THE WORK BY THE ENGINEER.
5. BEFORE ACCEPTANCE BY THE OWNER AND FINAL PAYMENT, ALL WORK SHALL BE INSPECTED AND APPROVED BY THE OWNER OR HIS REPRESENTATIVE. FINAL PAYMENT WILL BE MADE AFTER ALL OF THE CONTRACTORS' WORK HAS BEEN APPROVED AND ACCEPTED, AND
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
6. NO SURFACE WATER IS TO BE DISCHARGED FROM THE SITE. SHOULD THE CONTRACTOR NEED TO DISPOSE OF WATER IT SHALL BE PUMPED INTO A HOLDING TANK AND HAULED TO A WASTEWATER TREATMENT FACILITY AT THE CONTRACTORS EXPENSE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE FROM THE SITE ANY AND ALL MATERIALS AND DEBRIS WHICH
RESULT FROM CONSTRUCTION AND DEMOLITION OPERATIONS.
8. THE CONTRACTOR SHALL COMPLY WITH AND OBSERVE THE RULES AND REGULATIONS OF O.S.H.A. AND APPROPRIATE AUTHORITIES
REGARDING SAFETY PROVISIONS.
9. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND
SPECIFICATIONS.
10. ALL CONTRACTORS AND THEIR SUBCONTRACTORS OR ANY TIER SHALL INDEMNIFY THE OWNER AND ENGINEER FROM ALL LIABILITY RESULTING FROM ANY NEGLIGENT ACT OR OMISSION WITH THEIR CONSTRUCTION, INSTALLATION, AND TESTING OR WORK ON THIS PROJECT AND SHALL NAME THEM AS ADDITIONAL INSURED ON THEIR COMMERCIAL GENERAL LIABILITY POLICIES FOR CLAIMS ARISING OUT OF THE WORK ON THIS PROJECT. A PROPER CERTIFICATE OF INSURANCE SHALL BE ISSUED PRIOR TO THE START OF
CONSTRUCTION.
11. ELECTRIC, TELEPHONE, NATURAL GAS, AND OTHER UTILITY COMPANIES MAY HAVE UNDERGROUND AND/OR OVERHEAD SERVICE FACILITIES IN THE VICINITY OF THE PROPOSED WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE UTILITY COMPANIES LOCATE THEIR FACILITIES IN THE FIELD PRIOR TO CONSTRUCTION AND SHALL ALSO BE RESPONSIBLE FOR THE MAINTENANCE AND PRESERVATION OF THESE FACILITIES. THE CONTRACTOR SHALL CALL 811 FOR UTILITY LOCATIONS.
12. THE CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT ON THE PROJECT SITE AT ALL TIMES IRRESPECTIVE OF THE AMOUNT OF WORK SUBLET. THE SUPERINTENDENT SHALL BE CAPABLE OF READING AND UNDERSTANDING THE PLANS AND SPECIFICATION, SHALL HAVE FULL AUTHORITY TO EXECUTE ORDERS TO EXPEDITE THE PROJECT, AND SHALL BE RESPONSIBLE FOR SCHEDULING AND HAVE CONTROL OF ALL WORK AS THE AGENT OF THE CONTRACTOR. FAILURE TO COMPLY WITH THIS PROVISION WILL RESULT IN A
SUSPENSION OF WORK.
13. THE CONTRACTOR SHALL KEEP A SET OF "APPROVED" CONSTRUCTION PLANS ON THE JOB SITE, AND SHALL MAINTAIN (AS INDICATED HEREIN AND ELSEWHERE WITHIN THESE CONSTRUCTION NOTES, SPECIFICATION, AND PLANS) A LEGIBLE RECORD ON SAID PLANS OF ANY MODIFICATIONS/ALTERATIONS TO ALIGNMENT AND/OR TO PLANS AND SPECIFICATIONS OF PROPOSED IMPROVEMENTS, ETC. UPON COMPLETION OF THE CONTRACTORS' WORK, SAID PLANS AND INFORMATION SHALL BE PROVIDED TO THE ENGINEER. FINAL CONTRACT
PAYMENT SHALL NOT COME DUE UNTIL THIS INFORMATION IS RECEIVED BY THE ENGINEER.
14. THESE PLANS ARE NOT SUITABLE FOR MACHINE GUIDANCE USE OR PURPOSES. THE ELEVATIONS AND CONTOURS ON THE PLANS ARE
NGVD 1929, U.S. SURVEY FEET.
15. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER AND SEQUENCE THAT EROSION AND AIR AND WATER
POLLUTION ARE MINIMIZED AND HELD WITHIN LEGAL LIMITATIONS.
16. THE COMPLETED JOB SHALL CONFORM TO THE LAYOUT, ELEVATIONS, AND SPECIFICATIONS CONTAINED WITHIN THE PLAN SET.
EARTHWORK
1. PRIOR TO ONSET OF GRADING OPERATIONS, THE CONTRACTOR SHALL FAMILIARIZE THE CREW WITH THE SOIL EROSION CONTROL SPECIFICATIONS. THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF SILT FENCING, ETC. TO PROTECT ADJACENT PROPERTY AND ROAD RIGHT OF WAY SHALL OCCUR BEFORE GRADING BEGINS, AND IN ACCORDANCE WITH THE
SOIL EROSION CONTROL CONSTRUCTION SCHEDULE.
2. THE GRADING OPERATIONS ARE TO BE CLOSELY SUPERVISED AND INSPECTED, PARTICULARLY DURING THE REMOVAL OF UNSUITABLE
MATERIAL AND EXISTING INFRASTRUCTURE, BY THE CONTRACTOR.
3. THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRADE.
4. THE BACKFILL MATERIAL SHALL BE PLACED IN LEVEL UNIFORM LAYERS. EACH LAYER SHALL BE THOROUGHLY MIXED DURING
SPREADING TO INSURE UNIFORMITY.
5. THE WORK AREA SHALL BE CLEARED OF SOD AND RUBBISH.
6. THE PLACING AND SPREADING OF THE FILL MATERIAL SHALL BE STARTED AT THE LOWEST POINT AND THE FILL SHALL BE BROUGHT UP IN APPROXIMATELY HORIZONTAL LAYERS NOT EXCEEDING 3-INCH LIFTS FOR HAND COMPACTION, 6-INCH LIFTS FOR RUBBER TIRED AND MANUALLY DIRECTED POWER TAMPERS, AND 12-INCH FOR VIBRATORY DRUM ROLLER. EACH LAYER SHALL BE SPREAD, PROCESSED, AND COMPACTED. THE MOISTURE CONTENT OF THE FILL MATERIAL AND FOUNDATIONS SHALL BE SUCH THAT THE REQUIRED
COMPACTION CAN BE OBTAINED.
7. DEWATERING IS NOT PERMITTED FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN ADDITIONAL HABITAT MANAGEMENT AND LANDSCAPE PERMIT AND AN FDEP PERMIT IF DEWATERING IS NEEDED.
8. ALL STRUCTURES WITHIN UNIT 3 ARE TO BE DEMOLISHED TO EXISTING GRADE. THE COAL YARD IS TO BE DEMOLISHED TO A MINIMUM
OF 15 INCHES BELOW EXISTING GRADE.
MATERIALS
1. MATERIALS REQUIRED SHALL BE AS SPECIFIED ON THE DRAWINGS AND AS WITHIN THIS DOCUMENT. THE CONTRACTOR SHALL
CONFORM TO INSTALLATION METHODS.
2. COMPACTED BACKFILL:
A.A. COMPACTED BACKFILL SHALL CONSIST OF CLEAN GRANULAR FILL MATERIAL, FREE OF DEBRIS, FOREIGN MATERIALS, ORGANIC
MATERIAL AND SATISFY SP OR SP-SM ACCORDING TO THE UNITED STATES SOIL CLASSIFICATION SYSTEM.
A.B. BACKFILL TO BE PLACED IN 12-INCH (MAX) LIFTS AND COMPACTED USING MECHANICAL METHODS (E.G. ROLLER). TO ACHIEVE 95
PERCENT STANDARD PROCTOR.
3. TEMPORARY STOCKPILES OF FILL MATERIAL OR OTHER PROJECT MATERIALS ARE NOT ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN ADDITIONAL HABITAT MANAGEMENT AND LANDSCAPE PERMIT IF A STOCKPILE IS NEEDED.
SOIL EROSION AND SEDIMENT CONTROL (SESC)
1. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NPDES GENERAL PERMIT. ANY SOIL EROSION CONTROL OR SEDIMENT CONTROL MEASURES, IN ADDITION TO THOSE OUTLINED IN THESE PLANS AND WHICH ARE DEEMED NECESSARY BY THE OWNER, ENGINEER AND/OR REGULATORY ENGINEER, SHALL BE IMPLEMENTED IMMEDIATELY BY
THE CONTRACTOR.
2. ALL DRAINAGE STRUCTURES, PIPES, SWALES, AND OTHER AREAS ACCUMULATING SEDIMENT ARE TO BE CLEANED AT THE END OF THE PROJECT PRIOR TO FINAL ACCEPTANCE. CLEANING MAY ALSO BE REQUIRED DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT IF IT IS DETERMINED THAT THE SILT AND DEBRIS TRAPS ARE NOT FUNCTIONING PROPERLY OR EXCESS DEBRIS
HAS COLLECTED.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE FROM THE SITE ANY AND ALL MATERIALS AND DEBRIS
WHICH RESULT FROM CONSTRUCTION/DEMOLITION OPERATIONS.
4. THE DISTURBED AREAS SHALL BE SODDED UPON COMPLETION OF DISTURBANCE.
5. NO AREA SHALL REMAIN UNSODDED LONGER THAN 14 DAYS FROM LAST TIME OF DISTURBANCE.
6. THE CONTRACTOR SHALL PERFORM AND DOCUMENT ROUTINE INSPECTIONS OF THE SOIL EROSION AND SEDIMENT CONTROLS AS REQUIRED BY THE ENVIRONMENTAL RESOURCE PERMIT (ERP). THE INSPECTOR SHALL BE QUALIFIED TO PERFORM THE REQUIRED INSPECTIONS. INSPECTION RECORDS SHALL BE MAINTAINED ON SITE AND PROVIDED TO THE OWNER AT THE END OF
THE JOB, OR UPON REQUEST.
SITE RESTORATION AND PLANTING
1. THE DISTURBED AREAS REQUIRE THE PLACEMENT OF SOD FOR FINAL STABILIZATION WITH VEGETATIVE COVER.
2. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHMENT OF SOD.
ESTABLISHED TURF IS DEFINED AS:
A. AN ESTABLISHED ROOT SYSTEM (LEAF BLADES BREAK BEFORE SEEDLINGS OR SOD CAN BE PULLED FROM THE SOIL BY HAND).
B. NO BARE SPOTS LARGER THAN ONE SQUARE FOOT.
C. NO BARE AREAS COMPRISING MORE THAN 1% OF ANY GIVEN 1,000 SQUARE FOOT AREA.
D. NO DEFORMATION OF THE TURF AREAS CAUSED BY MOWING OR OTHER CONTRACTOR EQUIPMENT.
E. NO EXPOSED SOD NETTING.
F. NO PESTS OR NOXIOUS WEEDS.
SAFETY NOTES
1. PLEASE REFER TO FLORIDA TRENCH SAFETY ACT (553.60-553.64), WHICH IS AS FOLLOWS:
553.60 SHORT TITLE - THIS ACT MAY BE CITED AS THE "TRENCH SAFETY ACT."
553.61 INTENT - THE PURPOSE AND INTENT OF THIS ACT IS TO PROVIDE FOR INCREASED WORKER SAFETY BY REQUIRING COMPLIANCE
WITH SUFFICIENT STANDARDS FOR TRENCH SAFETY.
553.62 STATE STANDARD - THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S EXCAVATION SAFETY STANDARDS, 29 C.F.R. S.
1926.650 SUBPART P, ARE HEREBY INCORPORATED AS THE STATE STANDARD.
553.63 TRENCH EXCAVATIONS IN EXCESS OF 5 FEET DEEP - REQUIRED INFORMATION ON ALL SPECIFIC CONTRACTS FOR TRENCH
EXCAVATION IN WHICH SUCH EXCAVATION WILL EXCEED A DEPTH OF 5 FEET:
(1) THE CONTRACT BID SUBMITTED BY THE CONTRACTOR WHO WILL PERFORM SUCH EXCAVATION SHALL INCLUDE:
(A) A REFERENCE TO THE TRENCH SAFETY STANDARDS THAT WILL BE IN EFFECT DURING THE PERIOD OF
CONSTRUCTION OF THE PROJECT.
(B) WRITTEN ASSURANCE BY THE CONTRACTOR PERFORMING THE TRENCH EXCAVATION THAT SUCH CONTRACTOR
WILL COMPLY WITH THE APPLICABLE TRENCH SAFETY STANDARDS.
(C) A SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE WITH THE APPLICABLE TRENCH SAFETY STANDARDS.
(2) A CONTRACTOR PERFORMING TRENCH EXCAVATION SHALL:
(A) AS A MINIMUM, COMPLY WITH THE EXCAVATION SAFETY STANDARDS WHICH ARE APPLICABLE TO A PROJECT.
(B) ADHERE TO ANY SPECIAL SHORING REQUIREMENTS, IF ANY, OF THE STATE OR OTHER POLITICAL SUBDIVISIONS
WHICH MAY BE APPLICABLE TO SUCH A PROJECT.
(C) IF ANY GEOTECHNICAL INFORMATION IS AVAILABLE FROM THE OWNER, THE CONTRACTOR, OR OTHERWISE, THE
CONTRACTOR PERFORMING TRENCH EXCAVATION SHALL CONSIDER THIS INFORMATION IN THE CONTRACTOR'S DESIGN OF THE TRENCH SAFETY SYSTEM WHICH IT WILL EMPLOY ON THE PROJECT. THIS PARAGRAPH SHALL NOT
REQUIRE THE OWNER TO OBTAIN GEOTECHNICAL INFORMATION.
553.64 CERTAIN REQUIREMENTS FOR CONTRACT BIDS - THE SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE WITH TRENCH SAFETY STANDARDS SHALL BE BASED ON THE LINEAR FEET OF TRENCH TO BE EXCAVATED. THE SEPARATE ITEM FOR SPECIAL
SHORING
REQUIREMENTS, IF ANY, SHALL BE BASED ON THE SQUARE FEET OF SHORING USED. EVERY SEPARATE ITEM SHALL INDICATE THE
SPECIFIC METHOD OF COMPLIANCE AS WELL AS THE COST OF THAT METHOD.
PROJECT SITE AREA DATA
COAL YARD AND TRUCK SCALE DEMOLITION = 24.9 AC.
UNIT 3 AND PROCESS PONDS DEMOLITION = 56.0 AC.
PROPOSED RETENTION AREA EXPANSION = 11.0 AC.
TOTAL AREA = 91.9 AC.
W.E.
153.9
W.E.
153.4
W.E.
154.1
W.E.
132.3
W.E.
132.3 misc. bldgs and structures dense dense
N 1363204.11 E 680351.80
ELEVATION = 138.13'
misc. bldgs and structures
Tank
Tank
Tank
Tanks
Tank
Tank
Tank
142144 146 148 152
146148
13413
136136
134 13
138138
136138
DEMOLITION AREA 1
COAL YARD AND TRUCK SCALE
24.9 AC.
N 1,364,500
E
,5
N 1,364,000
N 1,363,500
N 1,363,000
E
,0
E
,5
E
,0
E
,5
EXISTING NORTHWEST
PROCESS POND AREA
EXISTING CONDTIONS TOPOGRAPHIC SURVEY (1)
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1 2 3
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C03
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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0 100 200
SCALE IN FEET
MATCHLINE - SHEET 4
NOTES:
1. NORTH, THE GRID, AND THE COORDINATES SHOWN HEREON ARE REFERENCED TO THE
WEST ZONE OF THE FLORIDA STATE PLANE COORDINATE SYSTEM, NAD 83, 1990
ADJUSTMENT BASED ON DATA PROVIDED BY THE CITY OF LAKELAND.
2. ELEVATIONS ARE TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 AND ARE BASED ON
BENCHMARK DATA PROVIDED BY THE CITY OF LAKELAND.
3. THIS TOPOGRAPHIC SURVEY WAS PREPARED BY PHOTOGRAMMETRIC METHODS. SEE
THE ATTACHED REPORT FOR MAP ACCURACY AND SURVEYOR'S SIGNATURE AND SEAL.
THIS MAP IS LIMITED TO THOSE FEATURES VISIBLE ON AERIAL PHOTOGRAPHY.
CULVERT
LIGHT POLE
UTILITY POLE
CONTROL
TREE
CATCH BASIN
WATER ELEVATION
TREE LINE
PAVED ROAD
UNPAVED ROAD
EDGE OF GROVE
POST
MANHOLE
SIGNS
W.E.
OBSCURED CONTOUR
DEPRESSION CONTOUR
SHRUB LINE
STRUCTURE
CONCRETE SURFACE
SWAMPLINE
EDGE OF WATER
FENCEX
GUARD RAIL
RAILROAD
LEGEND
PROJECT LIMITS
156158
142 142
144 146 146
142 142
142142 14
142142
144144
144 14
146146 146
134134
38 138
8 138
132132
134134
134 134
13613
140140
132 132
134 134
134134
138138
138138
140 138
POND EXPANSION 3
11.0 AC.
DEMOLITION AREA 2
UNIT 3, PROCESS PONDS AND NEW POND
56.5 AC.
W.E.
130.4 fuel tank
153.9
W.E.
154.5
W.E.
135.1
W.E.
140.3
N 1361455.63 E 681602.35
ELEVATION = 134.00'
Tanks Tank
Tank
Tank
Tank
Tank
TankTank
Tank
Tank
Tank
Tanks
Tanks
Tank
Tanks
Switch yard
N 1,361,500
E
,0
E
,5
E
,0
E
,5
E
,0
E
,5
N 1,362,000
N 1,362,500
EXISTING NORTHWEST
PROCESS POND AREA
EXISTING CONDITIONS TOPOGRAPHIC SURVEY (2)
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1 2 3
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54 6 7 8
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C04
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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0 100 200
SCALE IN FEET
MATCHLINE - SHEET 3
CULVERT
LIGHT POLE
UTILITY POLE
CONTROL
TREE
CATCH BASIN
WATER ELEVATION
TREE LINE
PAVED ROAD
UNPAVED ROAD
EDGE OF GROVE
POST
MANHOLE
SIGNS
W.E.
OBSCURED CONTOUR
DEPRESSION CONTOUR
SHRUB LINE
STRUCTURE
CONCRETE SURFACE
SWAMPLINE
EDGE OF WATER
FENCEX
GUARD RAIL
RAILROAD
LEGEND
PROJECT LIMITS
SHEETS 6, 7, & 11
SHEETS 8, 9, & 10
EXISTING TRUCK WASH
SHEET 12
PLAN SHEET INDEX
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1 2 3
4 5 6 7 8
54 6 7 8
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C07
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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TDA
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SCALE IN FEET
LEGEND
PROJECT LIMITS OF WORK
AERIAL IMAGE SOURCE:
LIVE © 2022 MICROSOFT CORPORATION © 2022 MAXAR © CNES (2022)
DISTRIBUTION AIRBUS DS MICROSOFT® BING™ MAPS USING AUTODESK CIVIL 3D.
134 134
136 136
136 136
134134
4134134
142 144 146 148
152 154
N
,3 ,0
E 681,000
E 680,500
N
,3
,5
N
,3
,0
N
,3
,5
E 681,000
E 680,500
REMOVE EXISTING BRIDGE
REMOVE EXISTING TRUCK WASH
REMOVE EXISTING
BASE MATERIAL
NORTH COAL YARD AND TRUCK WASH DEMOLITION
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2 3
B
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1 2 3
4 5 6 7 8
54 6 7 8
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B
A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C08
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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SCALE IN FEET
M
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- S
H
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NOTES:
1. ALL UTILITIES DEPICTED HEREON ARE FROM VISIBLE EVIDENCE ONLY.
SURVEYOR DID NOT CONTACT SUBSURFACE UTILITY LOCATOR SERVICE.
2. NO UNDERGROUND FOUNDATIONS OR FOOTERS WERE EXCAVATED OR
LOCATED FOR THIS SURVEY.
3. THE APPROPRIATE REGULATING AGENCY SHALL BE CONTACTED PRIOR TO
DECOMMISSIONING EXISTING ON-SITE UTILITIES. ALL UNDERGROUND
UTILITIES SHALL BE LOCATED PRIOR TO INITIATING ANY ON-SITE
EXCAVATION ACTIVITIES.
4. UNLESS NOTED OTHERWISE, ALL BUILDINGS, PLANT AND EQUIPMENT,
CONCRETE STRUCTURES / PADS AND ASPHALT PAVEMENT WITHIN THE
PROJECT AREA SHALL BE DEMOLISHED, REMOVED AND DISPOSED OF AT AN
FDEP-APPROVED FACILITY.
5. MONITORING WELLS WITHIN THE PROJECT AREA SHALL BE ABANDONED
IN-PLACE (GROUTED TO TOP OF CASING AND PADS REMOVED) IN
ACCORDANCE WITH FDEP STANDARD OPERATING PROCEDURES (SOPS).
AS-BUILT DRAWINGS SHALL DOCUMENT ALL MONITORING WELLS
ABANDONED IN-PLACE.
6. LAKELAND ELECTRIC SHALL BE CONTACTED PRIOR TO DECOMMISSIONING
ANY ON-SITE LIGHT AND POWER POLES. THESE LIGHT AND POWER POLES
WILL BE DECOMMISSIONED AND REMOVED IN ACCORDANCE WITH LAKELAND
ELECTRIC REQUIREMENTS.
7. ALL UNDERGROUND UTILITIES SHALL BE DECOMMISSIONED AND REMOVED
OR DECOMMISSIONED IN-PLACE. AS-BUILT DRAWINGS SHALL DOCUMENT ALL
UTILITIES DECOMMISSIONED IN-PLACE.
8. THE SITE SHALL BE CLEARED, GRUBBED AND STRIPPED PRIOR INITIATING
EARTHWORK ACTIVITIES IN ACCORDANCE WITH THE TECHNICAL
SPECIFICATIONS FOR THE PROJECT.
LEGEND
PROJECT LIMITS OF WORK
EXISTING ASPHALT PAVEMENT SECTION TO BE REMOVED
EXISTING STRUCTURE TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
140150160170180190
134 136
E 681,500
N
,3 ,0
E 681,000
N
,3 ,5
1.
W .E
5.
Ta nk
Ta nk s
REMOVE EXISTING BRIDGE
REMOVE EXISTING
BASE MATERIAL
REMOVE EXISTING
STRUCTURE (TYP)
SOUTH COAL YARD DEMOLITION
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1 2 3
4 5 6 7 8
54 6 7 8
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A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C09
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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SCALE IN FEET
M
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LEGEND
PROJECT LIMITS OF WORK
EXISTING ASPHALT PAVEMENT SECTION TO BE REMOVED
W.E.153.9 W.E.154.5
W.E.153.4
W.E.154.1
W.E.140.3
N 1363204.11 E 680351.80
ELEVATION = 138.13'
Tanks
Tank
Tank Tank
Tank
144146148152
146 148
152 154 156 158
142142
N 1,363,000
E
,0
N 1,362,500
N 1,362,000
N 1,362,500
N 1,363,000
L
K
EXISTING PROCESS PONDS
(SEE NOTES)
N 1,363,500
E
,0
E
,5
E
,5
REMOVE EXISTING
DRIVEWAY (TYP)
REMOVE EXISTING
STRUCTURE (TYP)
LIMITS OF GRADING AFTER REMOVAL OF PONDS AND DRIVEWAYS
W.E.135.1
Tank
Tanks
Switch
N 1,362,500
E
,0
REMOVE EXISTING
STRUCTURE (TYP)
NORTHWEST PROCESS WATER POND AREA DEMOLITION
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SCALE IN FEET
M
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- A
M
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- A
MATCHLINE - SHEET 9
MATCHLINE - SHEET 9
LEGEND
PROJECT LIMITS OF WORK
PROPOSED GRADING LIMIT
EXISTING ASPHALT PAVEMENT SECTION TO BE REMOVED
EXISTING STRUCTURE TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
F
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1 2 3
4 5 6 7 8
54 6 7 8
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C10
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
I:\ _C
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NOTES:
EXISTING PROCESS PONDS TO BE DRAINED AND FILL TO BE REMOVED AND TRANSFERRED TO.
PROPOSED GRADE OF THE POND AREA TO BE FLAT AT ELEVATION 143 FT.
132132
134 134
134134
134 136
8138138
132 13
N 1,362,000 E
,0
N 1,361,500
E
,5
N 1361455.63 E 681602.35
N 1361322.77 E 680102.51
ELEVATION = 136.68'
ELEVATION = 134.00'
Tank
Tank
Tank
Tank
Tank
Tank Tank
Tanks
Tanks
Tank
Tanks
Switchyard
N 1,361,500
E
,5
E
,0
E
,5
E
,0
REMOVE EXISTING
DRIVEWAY (TYP)
REMOVE EXISTING
STRUCTURE (TYP)
SOUTH POWER BLOCK AREA DEMOLITION
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1 2 3
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54 6 7 8
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C11
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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TDA
MHS
SCALE IN FEET
80 160
MATCHLINE - SHEET 8
N
LEGEND
PROJECT LIMITS OF WORK
EXISTING ASPHALT PAVEMENT SECTION TO BE REMOVED
140 14
142 14
144 14
144 146
142 14
144144
138138
136138
134134
132132
138140
5.
6.
6.
7.
8.
9.
0.
6.
6.
7.
8.
9.
134.5
N
E 680500
N
N
N
E 680000
E 681000
E 680500
EXISTING
24" DIA PIPE
(42" BELOW GRADE)
(NOTE 2)
EXISTING STORM WATER
INFRASTRUCTURE (NOTE 2)
EXISTING 43" X 68"
RCP PIPE (NOTE 2)
EXISTING STORM SEWER
MANHOLE (NOTE 2)
EXISTING STORM
SEWER MANHOLE
(NOTE 2)
EXISTING 43" X 68"
RCP PIPE (NOTE 2)
REMOVE EXSITING PIPE
(NOTE 2)
SEE NOTE 1
52' OF 18" DIA
CONCRETE PIPE @ 0.9%
CONTROL STRUCTURE
FDOT INLET TYPE C MODIFIED
TOP EL=135.00
18" DIA CONCRETE PIPE INV EL=130.50
130 135
5.
6.
6.
7.
7.
8.
8.
9.
9.
0.
137.0
7.
137.5
138.0
7.
7.
7.
8.
8.
0.
0.
0.5
0.5
MITERED END SECTION
PIPE INV EL=130.00
PROPOSED WEST POND
(SEE SHEET 12)
E 680000
4:1
4:
DBL MITERED END SECTION
PIPE INV EL=130.00
D
D
D
D
D
E 681500
RIPRAP OUTLET
PROTECTION
EXISTING
29" X 45" RCP
PIPE (NOTE 2)
BROAD CRESTED WEIR
EXISTING 18" CMP PIPES
TO BE REMOVED OR
ABANDONED (NOTE 2)
PROPOSED
ADMINISTRATION POND
(SEE SHEET 12)
EXISTING
OVERLAND FLOW
130134
130 132 134
134 135
4:1
4:
4:1
CONTROL STRUCTURE
FDOT INLET TYPE C MODIFIED
GRATE EL=133.88
18" DIA CONCRETE PIPE INV EL=130.50
DITCH BOTTOM INLET TYPE H
FDOT INDEX 425-052
GRATE EL=134.00
24" DIA RCP INV EL=131.00
52' OF 18" DIA
CONCRETE PIPE @ 0.4%
137 (2) 24" DIA RCP
INV IN EL: 131.00
INV OUT EL: 130.00
4:1
-0.39%
-0.39%
-0.
-0 .9
7%
-0.92%
-0.63%
-0 .8
5%
LITTORAL
ZONE
EL=130.5,
0.89 Ac.
LITTORAL
ZONE
EL=130.5,
0.46 Ac.
RIPRAP OUTLET
PROTECTION
MITERED END SECTION
PIPE INV EL=130.28
F
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2 3
B
A
1 2 3
4 5 6 7 8
54 6 7 8
F
E
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C
B
A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C12
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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O (F
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AT, BL
BL
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TDA
MHS
PROPOSED GRADING PLAN - ADMIN AREA
SCALE IN FEET
80 160
N
PROJECT LIMITS OF WORK
PROPOSED GRADING LIMIT
EXISTING GROUND ELEVATION CONTOUR (FT)
EXISTING SITE ACCESS ROAD
EXISTING FENCE
PROPOSED GRADING ELEVATION CONTOUR (FT)
PROPOSED OVERLAND FLOW
x x x x x
LEGENDLEGEND
NOTES:
1. PER COORDINATION WITH LAKELAND ELECTRIC, NO GRADING IS TO
OCCUR IN THE GREY SHADED AREA AT THIS TIME.
2. LAKELAND ELECTRIC AND THE CONSTRUCTION CONTRACTOR ASSUME
FULL RESPONSIBILITY FOR LOCATING AND CONFIRMING
UNDERGROUND UTILITIES.
136 136
134134
4134134
142 144 146 148
152 154
E
LE
V A
T
IO
N
.1 3'
135 13
135.0
135.5
136.0
136.5
137.0
137.0
136.0
136.5
137.0
135.0
135.5
136.0
136.5
137.0
PROPOSED NORTH
PAVED FLUME (TYP)
CONCRETE SPILLWAY EL = 134.5'
PROPOSED OVERLAND
FLOW (TYP)
PROPOSED
SODDED RESTORATION
PROPOSED SOUTH
PAVED FLUME (TYP)
CONCRETE SPILLWAY EL = 134.5'
15I
J
-0.5%
-0.5%
-2.8%
-0.5%
F
E
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2 3
B
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1 2 3
4 5 6 7 8
54 6 7 8
F
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C13
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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.0 1-
C
AT, BL
BL
AT
TDA
MHS
PROPOSED GRADING PLAN - COAL YARD
N
0 12060
SCALE IN FEET
PROJECT LIMITS OF WORK
PROPOSED GRADING LIMIT
EXISTING GROUND ELEVATION CONTOUR (FT)
EXISTING SITE ACCESS ROAD
EXISTING FENCE
PROPOSED GRADING ELEVATION CONTOUR (FT)
PROPOSED OVERLAND FLOW
x x x x
LEGENDLEGEND
130.4 fuel tank
134134
132 132
N 1,362,000
E
,5
N 1,361,500 N 1,361,500
N 1,362,000
E
,0
D
D
D
A
BOTTOM ELEV 128'
TOB ELEV 134'
NORMAL POOL ELEV 129.5'
TREATMENT VOL 1.42 acre-feet
E
E
,0
18" DIA. RCP PIPE
EXISTING BERM
TO REMAIN
EXISTING 43" X 68"
RCP PIPE
EXISTING STORM
SEWER MANHOLE
(NOTE 1)
EXISTING STORM SEWER
MANHOLE (NOTE 1)
EXISTING 43" X 68"
RCP PIPE (NOTE 1)
EXISTING 18" CMP PIPES
TO BE REMOVED OR
ABANDONED (NOTE 1) EXISTING PIPE
OUTFALL
C
128129
131132133134
4:1
130.5
130.5
106 107 108 109 110
137138139140141
143144
148 149
150 151
154 155 156 157 158 159 160
RIPRAP OUTLET
PROTECTION
B
20 21
37383940
PROPOSED
ADMINISTRATION POND
BOTTOM ELEV 127'
TOB ELEV 134'
NORMAL POOL ELEV 130.5'
TREATMENT VOL 0.72 acre-feet
135135
136136
PROPOSED OUTLET
CONTROL STRUCTURE
FDOT INLET TYPE C MODIFIED
GRATE EL = 135.33
18" DIA CONCRETE
PIPE INV EL = 130.5
LITTORAL ZONE
EL=130.5, 0.46 Ac.
PROPOSED
POND
EXPANSION
PROPOSED GRADING PLAN - ZERO DISCHARGE POND AND
ADMINISTRATION POND
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C06
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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BL
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TDA
MHS
N
0 50 100
SCALE IN FEET
PROJECT LIMITS OF WORK
PROPOSED GRADING LIMIT
EXISTING GROUND ELEVATION CONTOUR (FT)
EXISTING SITE ACCESS ROAD
EXISTING FENCE
PROPOSED GRADING ELEVATION CONTOUR (FT)
CONTROL POINT
x x x x x
LEGENDLEGEND
NOTE:
1. LAKELAND ELECTRIC AND THE CONSTRUCTION CONTRACTOR ASSUME
FULL RESPONSIBILITY FOR LOCATING AND CONFIRMING
UNDERGROUND UTILITIES.
ADMINISTRATION POND ZERO DISCHARGE POND
SURVEY CONTROL DATA
POINT NUMBER
NORTHING
1361478.46
1361569.87
1361640.29
1361716.46
1361732.83
1361789.92
1361703.91
1361643.08
1361560.15
1361475.68
1361455.38
1361459.16
1361461.86
1361468.82
1361478.56
1361569.92
1361640.30
1361714.50
1361725.37
1361782.15
1361777.37
1361701.84
1361641.26
1361558.28
1361473.87
1361459.36
1361463.15
1361465.86
1361464.82
1361573.68
1361639.56
1361703.63
1361749.98
1361650.45
1361566.96
1361552.20
1361473.56
1361477.22
1361480.08
1361482.69
1361560.11
EASTING
681185.16
681182.89
681180.96
681179.28
681186.67
681334.44
681390.66
681421.47
681463.48
681506.27
681492.47
681372.79
681290.91
681198.84
681189.16
681186.89
681185.13
681183.29
681189.56
681336.36
681348.96
681387.22
681417.90
681459.94
681502.70
681493.46
681372.97
681290.91
681198.71
681214.80
681213.16
681211.57
681331.45
681381.86
681423.98
681447.33
681487.16
681373.29
681284.34
681203.06
681201.13
ELEVATION
134.0
135.0
134.0
135.0
136.0
135.0
135.0
135.0
135.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
134.0
127.0
127.0
127.0
127.0
127.0
127.0
130.5
130.5
130.5
130.5
130.5
130.5
SURVEY CONTROL DATA
POINT NUMBER
NORTHING
1361965.58
1361981.85
1362003.77
1362021.31
1362021.23
1362020.93
1362020.64
1362020.37
1361969.25
1361912.65
1361814.42
1361762.82
1361742.08
1361718.34
1361666.33
1361643.25
1361594.62
1361557.63
1361524.19
1361471.35
1361429.25
1361403.64
1361341.85
1361357.32
1361389.02
1361417.93
1361487.39
1361587.40
1361687.40
1361787.40
1361867.56
1361902.10
1361929.77
1361969.92
1361979.94
1361982.47
1361979.01
1361975.62
1361973.39
1361971.73
1361961.79
1361958.23
1361963.01
EASTING
681591.74
681596.72
681600.90
681603.08
681637.03
681737.03
681837.03
681926.80
681937.33
681947.96
681966.68
681983.10
681993.07
681993.07
681993.07
681993.07
681993.07
681993.07
681993.07
681993.07
681993.07
681993.07
681882.66
681910.29
681929.68
681938.39
681942.63
681942.38
681942.38
681942.37
681942.37
681937.37
681925.75
681883.68
681855.75
681826.90
681757.22
681688.99
681644.06
681629.54
681590.38
681589.01
681577.66
ELEVATION
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
128.0
130.4
SURVEY CONTROL DATA
POINT NUMBER
NORTHING
1361965.27
1361968.91
1361970.31
1361978.60
1361982.44
1361997.70
1362020.60
1362042.00
1362047.98
1362047.22
1362047.19
1362051.37
1362052.06
1362055.67
1362055.35
1362045.50
1362026.44
1361979.76
1361965.92
1361939.33
1361908.91
1361864.18
1361819.56
1361805.20
1361745.39
1361733.19
1361704.40
1361666.76
1361643.78
1361612.79
1361594.70
1361557.95
1361524.71
1361495.48
1361472.16
1361429.50
1361407.80
1361382.17
1361375.74
1361355.11
1361331.80
1361318.55
EASTING
681578.45
681582.57
681583.03
681581.92
681579.79
681576.99
681577.29
681585.47
681629.46
681693.60
681761.32
681806.87
681838.67
681880.03
681929.94
681952.42
681962.36
681968.70
681973.08
681976.99
681980.39
681988.17
681998.71
682010.45
682035.55
682035.08
682033.29
682029.35
682027.45
682026.90
682027.18
682024.64
682024.05
682024.97
682024.89
682024.82
682023.85
682020.83
682002.26
681959.66
681921.32
681895.73
ELEVATION
130.4
130.4
130.4
131.3
132.1
133.7
134.2
134.7
134.7
134.5
134.6
135.7
135.9
136.8
136.8
136.9
136.8
136.2
136.6
136.4
135.8
135.6
136.1
138.0
137.9
137.8
137.5
136.6
136.1
136.1
136.2
135.6
135.5
135.8
135.8
135.9
135.7
136.1
135.0
134.5
134.9
134.6
SURVEY CONTROL DATA
POINT NUMBER
NORTHING
1361610.44
1361577.30
1361574.45
1361528.46
1361493.64
1361482.41
1361438.48
1361398.58
1361373.09
1361345.13
1361323.20
1361341.90
1361339.81
1361319.92
1361423.19
1361317.81
1361343.09
1361428.86
1361418.56
1361542.00
1361437.47
1361526.53
1361570.16
1361554.28
1361563.18
1361606.18
1361634.48
1361570.56
1361442.82
1361618.70
1361572.18
1361607.83
1361609.27
EASTING
679753.93
679723.73
679759.85
679725.13
679762.15
679748.46
679727.71
679752.48
679753.47
679971.89
679969.89
680101.88
680187.80
680100.96
680213.73
680187.85
680219.04
679982.20
680235.24
680229.97
680202.58
680262.86
680248.48
680281.11
680258.11
680246.47
680255.63
680202.70
679983.95
680187.22
680018.17
680058.95
679894.93
ELEVATION
136.0
136.0
127.0
136.0
127.0
130.5
136.0
130.5
136.0
130.5
136.0
130.5
130.5
136.0
130.5
136.0
136.0
130.5
136.0
127.0
127.0
136.0
127.0
136.0
130.0
136.0
138.0
127.0
127.0
139.0
127.0
136.0
136.0
WEST POND
142144
144 146 146
8 138
2-24" RCP
52' OF 18" DIA
CONCRETE PIPE @ 0.9%CONTROL STRUCTURE
FDOT INLET TYPE C MODIFIED
TOP EL=135.00
18" DIA CONCRETE PIPE INV EL=130.50
130.5
130.5
MITERED END SECTION
PIPE INV EL=130.00
H
RIPRAP OUTLET
PROTECTION
201 202
211 212
G
WEST PONDBOTTOM ELEV 127'
TOB ELEV 136'
NORMAL POOL ELEV 130.5'
TREATMENT VOL 1.43 acre-feet
MITERED END SECTION
PIPE INV EL=130.00
F
LITTORAL ZONE
EL=130.5, 0.89 Ac.
STORMWATER POND CONTROL POINTS
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C06
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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SCALE IN FEET
PROJECT LIMITS OF WORK
PROPOSED GRADING LIMIT
EXISTING GROUND ELEVATION CONTOUR (FT)
EXISTING SITE ACCESS ROAD
EXISTING FENCE
PROPOSED GRADING ELEVATION CONTOUR (FT)
CONTROL POINT
x x x x x
72"
GRATE EL 133.5'
(TOP OF SKIMMER)
18" DIA. RCP
INV = 130.5' US
INV = 130.28' DS
GROUT PIPE
IN-PLACE
6" (TYP)
INV EL 130.5'
2" ORIFICE
FDOT TYPE C
INLET WITH GRATE
12" (TYP)
PROPOSED TOP OF
BANK EL 134.0'
PROPOSED
ADMINISTRATION POND
EL. 130.5'
EXISTING GRADE
PROPOSED
GRADE
WEIR: 6"H X 37'W
INV EL 132.0'
OUTLET SKIMMER
(FDOT INDEX 425-070)
INV EL 131.5'
1.5'
= 4.5 Ø
VARIES
CONVEYANCE ID
UPSTREAM
APRON
WIDTH (FT)
DOWNSTREAM
APRON WIDTH
(FT)
RIPRAP
LENGTH (FT)
(1,2)
D50
(CALCULATED)
(IN)
DMAX
(CALCULATED)
(IN)
APRON
THICKNESS (FT)
PROPOSED
ADIMINISTRATION
POND
5 20 15 6 9 1.5
PROPOSED WEST
POND 5 20 15 6 9 1.5
(2) 24" RCP (EAST) 15 35 20 6 9 1.5
18" DIA. RCP
INV = 130.5' US
INV = 130.0' DS
GROUT PIPE
IN-PLACE
INV EL 130.5'
2" ORIFICE
PROPOSED TOP OF
BANK EL 136.0'
PROPOSED
WEST POND
EL. 130.5'
EXISTING GRADE
PROPOSED
GRADE
WEIR: 6"H X 37"W
EL 132.0'
6" (TYP)
OUTLET SKIMMER
(FDOT INDEX 425-070)
GRATE EL 135.0'
(TOP OF SKIMMER)
INV EL 131.5'
FDOT TYPE C
INLET WITH GRATE
72"
12" (TYP)
STORMWATER DETAILS I
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PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C06
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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SCALE: 1" = 2'
DETAIL
PROPOSED ADMINISTRATION POND OUTLET STRUCTURE12
SCALE: N.T.S.
RIPRAP OUTLET PROTECTION10
PROPOSED WEST POND OUTLET STRUCTURE12
DETAIL
BROAD CRESTED WEIR
SCALE: N.T.S
3%
4:1
TOE OF SLOPE
24'
A A'
B
150'
6" THICK
CONCRETE
24'
6" THICK
CONCRETE
EXISTING ROAD
CREST (BEYOND)
STORM WATER
POND
STORM WATER POND
150'
3%
24' 29'
3'
CONCRETE
WEIR
3'
3'
EL 136.0'
3'
EL 136.0'
SECTION B-B'
PLAN VIEW
SECTION A-A'
GEOTEXTILE
GEOTEXTILE
RIP-RAP
RIP-RAP OUTLET
PROTECTION
4:
14'
14'
8' (TYP) B
EXISTING ROADEXISTING ROAD
4:1
3%3%
GENERAL FILL (TYP)
NOTES:
1. RIP-RAP TO MEET FDOT SPECIFICATIONS 530-2.2.2 WITH A MAXIMUM WEIGHT
OF 75 LBS, MINIMUM WEIGHT OF 4 LBS, AND 50% GREATER THAN 30 LBS.
2. WOVEN GEOTEXTILE TO MEET FDOT SPECFICATION 530-2.4 CLASS (D-2)
GRATE INLET TYPE H10
TYPICAL CONCRETE FLUME11
SECTION
CONCRETE FLUME-
TYPICAL SECTION
FLUME-
#3 BARS 12" O.C.
BOTH DIRECTIONS
2.2' 6.5'
72.8' (NORTH FLUME)
223.3' (SOUTH FLUME) 3'
ANCHOR LUG
PER PLAN (TYP)
1.5'
1.5'
0.5' 0.5'
1'
1'
#3 BARS 12" O.C.
BOTH DIRECTIONS
1'
0.6'
0.5'
6'
6'
0.6'
0.6'
135°
2.2'
SLOPE PER PROFILE
PROPOSED FLUME
PROPOSED FLUME
WOVEN GEOTEXTILE
(NOTE 2)
RIP-RAP
(NOTE 1)
PLAN
SECTION A-A
1'
EXISTING GRADE
1'
ANCHOR TRENCH
FOR GEOTEXTILE
ALL SIDES (TYP)
18.66'
RIP-RAP APRON
2'
7'
A-A
NOTE:
1. RIP-RAP TO MEET FDOT SPECIFICATIONS 530-2.2.2 WITH A MAXIMUM WEIGHT OF
75 LBS, MINIMUM WEIGHT OF 4 LBS, AND 50% GREATER THAN 30 LBS.
2. WOVEN GEOTEXTILE TO MEET FDOT SPECFICATION 530-2.4 CLASS (D-2)
0.5'
84.5' (NORTH FLUME)
235' (SOUTH FLUME)
RIPRAP APRON-
6'
84.5' (NORTH FLUME)
235' (SOUTH FLUME)
EXCAVATE EXISTING GROUND SO
APRON IS FLUSH WITH FLUME
STORMWATER DETAILS II
F
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2 3
B
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1 2 3
4 5 6 7 8
54 6 7 8
F
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B
A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C14
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
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N (F
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EL
EV
AT
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N (F
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DISTANCE (FEET)
ZERO DISCHARGE POND D-D PROFILE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+20
4:1
EXISTING BERM
TO REMAIN
PROPOSED ZERO
DISCHARGE POND SURFACE
BOTTOM EL = 128
APPROXIMATE EXISTING
GROUND SURFACE
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
ADMIN POND A-A PROFILE
0+00 1+00 2+00 3+00 4+00 4+50
4:1 4:1
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED ADMINISTRATION POND
BOTTOM EL = 127
BROAD CRESTED
WEIR PROPOSED TOP OF
BERM EL = 135 (TYP)
PROPOSED LITTORAL
ZONE, EL = 130.5
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
ADMIN POND B-B PROFILE
0+00 1+00 2+00 3+00 4+00
4:1 4:1
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED ADMINISTRATION POND
BOTTOM EL = 127
PROPOSED TOP OF
BERM EL = 135 (TYP)
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
ZERO DISCHARGE POND E-E PROFILE
0+00 1+00 2+00 3+00 4+00 5+00
4:1
4:1
PROPOSED ZERO
DISCHARGE POND SURFACE
BOTTOM EL = 128
APPROXIMATE EXISTING
GROUND SURFACE
APPROXIMATE EXISTING
POND BOTTOM
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
ADMIN POND C-C PROFILE
0+00 1+00 2+00
VERTICAL: 1" =10'
INV OUT
EL = 130.28
PROPOSED OUTLET
STRUCTURE
TOP EL = 133.5
PIPE INV EL = 130.5
68" DIA ERCP
INV EL: 126.63
MITERED END SECTION
PIPE INV EL=130.28
(WITH RIPRAP
PROTECTION)
52' OF 18" DIA
CONCRETE PIPE @ 0.4%
F
E
D
C
2 3
B
A
1 2 3
4 5 6 7 8
54 6 7 8
F
E
D
C
B
A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C14
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
I:\ _C
AD
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(P R
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C
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)\L \L
AK
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AN
D
E
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C
TR
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\M
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IN
TO
SH
P
LA
N T
D
EM
O (F
W
)\D
W G
\F W
.0 1-
C
AT, BL
BL
AT
TDA
MHS
CROSS SECTIONS (1)
D
SCALE: 1' = 40' HORIZ. , 1" = 10' VERT.
ZERO DISCHARGE AREA12
A
PROPOSED ADMINISTRATION POND12
B
PROPOSED ADMINISTRATION POND12
E
ZERO DISCHARGE AREA12
C
PROPOSED ADMINISTRATION POND OUTFALL12
0 40 80
HORZ: SCALE IN FEET
0 10 20
VERT: SCALE IN FEET
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
WEST POND F-F PROFILE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+23
4:1
4:1
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED WEST POND
BOTTOM EL = 127
192' OF 24" DIA
RCP @ 0.5%
DITCH BOTTOM INLET TYPE H
FDOT INDEX 425-052
TOP EL=134.00
24" DIA RCP INV EL=131.00
MITERED END
SECTION
PIPE INV EL=130.00
(WITH RIPRAP
PROTECTION)
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
WEST POND - G-G PROFILE
0+00 1+00 2+00 3+00 4+00 4+45
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED WEST POND
BOTTOM EL = 127
4:14:1
PROPOSED LITTORAL
ZONE, EL = 130.5
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
WEST POND H-H PROFILE
0+00 1+00 2+00 2+20
4:1 4:1
APPROXIMATE
EXISTING GROUND
SURFACE
PROPOSED LITTORAL
SHELF, EL = 130.5
PROPOSED TOP
OF BERM EL = 136
PROPOSED OUTLET
STRUCTURE
TOP EL = 135.0
PIPE INV EL = 130.5
MITERED END SECTION
PIPE INV EL=130.00
(WITH RIPRAP
PROTECTION)
56' OF 18" DIA
CONCRETE PIPE @ 0.90%
F
E
D
C
2 3
B
A
1 2 3
4 5 6 7 8
54 6 7 8
F
E
D
C
B
A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C14
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
I:\ _C
AD
D
(P R
O
JE
C
TS
)\L \L
AK
EL
AN
D
E
LE
C
TR
IC
\M
C
IN
TO
SH
P
LA
N T
D
EM
O (F
W
)\D
W G
\F W
.0 1-
C
AT, BL
BL
AT
TDA
MHS
CROSS SECTIONS (2)
F
PROPOSED WEST POND13
G
0 40 80
HORZ: SCALE IN FEET
0 10 20
VERT: SCALE IN FEET
H
AT
IO
N (F
EE
T)
CL
EL
EV
AT
IO
N (F
EE
T)
STA 8+50
0 100 200 300 4000-100-200-300-400-500-600
0.5%
1.1%
RIPRAP APRON
(EXCAVATE EXISTING GROUND SO
APRON IS FLUSH WITH FLUME)
PROPOSED
FLUME GRADE
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED GRADE
4.
' L
EL
=1
.0
0.
' L
EL
=1
.5
0.
EL
=1
.0
7.
' R
EL
=1
.3
8.
' R
EL
=1
.0
-3.2%
EL
EV
AT
IO
N (F
EE
T)
CL
EL
EV
AT
IO
N (F
EE
T)
STA 3+50
0 100 200 300 4000-100-200-300-400-500
0.5%
2.4%
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED
FLUME GRADE
PROPOSED GRADE
RIPRAP APRON
(EXCAVATE EXISTING GROUND SO
APRON IS FLUSH WITH FLUME)
4.
' L
EL
=1
.5
9.
' R
EL
=1
.3
0.
' L
EL
=1
.5
0.
EL
=1
.0
-4.3%
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
PROCESS POND H PROFILE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED GRADE
EL = 143.0
EL
EV
AT
IO
N (F
EE
T)
EL
EV
AT
IO
N (F
EE
T)
DISTANCE (FEET)
PROCESS POND G PROFILE
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
APPROXIMATE EXISTING
GROUND SURFACE
PROPOSED GRADE
EL = 143.0
F
E
D
C
2 3
B
A
1 2 3
4 5 6 7 8
54 6 7 8
F
E
D
C
B
A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C14
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
I:\ _C
AD
D
(P R
O
JE
C
TS
)\L \L
AK
EL
AN
D
E
LE
C
TR
IC
\M
C
IN
TO
SH
P
LA
N T
D
EM
O (F
W
)\D
W G
\F W
.0 1-
C
AT, BL
BL
AT
TDA
MHS
CROSS SECTIONS (3)
J
COAL YARD GRADING11
I
COAL YARD GRADING11
L
PROCESS POND GRADING8
K
PROCESS POND GRADING8
0 40 80
HORZ: SCALE IN FEET
0 10 20
VERT: SCALE IN FEET
153.9
W.E.
154.5
W.E.
153.4
W.E.
154.1
W.E.
135.1
W.E.
140.3
N 1363204.11 E 680351.80
ELEVATION = 138.13'
Tanks
Tank
Tank Tank
Tank
Tank
Tank
TankTank
Tank
Tank
Tank
Tanks
Tanks
Tank
Tanks
Switch yard
11+00 12+00 12+00
136.5
137.0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF SF
SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SOIL TRACKING
PREVENTION DEVICE
SILT FENCE
SILT FENCE 10
N 1,362,500
E
,0
N 1,362,000
N 1,361,500
E
,5
E
,0
E
,5
E
,0
N 1,363,000
135.5
136.0
136.0
137.0
138.0
139.0 140.0
136.5
136.5
137.5
138.5
139.5
134.5130
130135
135.5 136.0
136.5
137.0
137.5
138.0
138.5
139.0139.5140.0
7.
137.0
7.
138.0
137.0
137.5
137.5
138.0
138.0
128130
130.5
130.5
130.5
PROPOSED
SODDED RESTORATION
W.E.
130.4 fuel tank
N 1361455.63 E 681602.35
ELEVATION = 134.00'
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SILT FENCE
SOIL TRACKING
PREVENTION DEVICE
E
,5
N 1,362,000
N 1,361,500
E
,0
130 128129131132133134
4:1
130.5
130.5
SWPPP PLAN (1)
I:\ _C
AD
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(P R
O
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C
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)\L \L
AK
EL
AN
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C
TR
IC
\M
C
IN
TO
SH
P
LA
N T
D
EM
O (F
W
)\D
W G
\F W
.0 1-
C
F
E
D
C
2 3
B
A
1 2 3
4 5 6 7 8
54 6 7 8
F
E
D
C
B
A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C15
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
I:\ _C
AD
D
(P R
O
JE
C
TS
)\L \L
AK
EL
AN
D
E
LE
C
TR
IC
\M
C
IN
TO
SH
P
LA
N T
D
EM
O (F
W
)\D
W G
\F W
.0 1-
C
AT, BL
BL
AT
TDA
MHS
N
0 100 200
SCALE IN FEET
M
ATCHLINE - SHEET 20
M
ATC
H
LIN
E - B M
ATC
H
LIN
E - B
MATCHLINE - SHEET 20
SF
PROJECT LIMITS OF WORK
PROPOSED GRADING LIMIT
EXISTING GROUND ELEVATION CONTOUR (FT)
EXISTING SITE ACCESS ROAD
PROPOSED GRADING ELEVATION CONTOUR (FT)
PROPOSED SILT FENCE
PROPOSED TURBIDITY BARRIER
AREA TO BE SODDED
W .E
1.
W .E
1.
W .E
1.
W .E
5.
N
.1
E
1.
E
LE
V
A T
IO
N
.1
3'
Ta nk
Ta nk
Ta nk
Ta nk
Ta nk
Ta nk s
S w itc h ya rd
135 13
135.0
135.5
136.0
136.5
137.0
137.0
136.0 136.5
137.0
135.0
135.5
136.0
136.5
137.0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF
SF
SF
SILT FENCE
(TYP)
11 23
SO
IL
T R
AC
KI
N G
PR
EV
EN
TI
O N
D
EV
IC
E
11 23
SI
LT
F
EN
C E
SOIL TRACKING
PREVENTION DEVICE
SO
IL
T R
AC
KI
N G
PR
EV
EN
TI
O N
D
EV
IC
E
N
,3 ,5
N
,3 ,0
N
,3 ,5
N
,3 ,0
E 680,500
E 681,000
E 681,500
E 680,500
E 681,000
E 681,500
PROPOSED
SODDED RESTORATION
TURBIDITY
BARRIERS
(TYP)
TURBIDITY
BARRIERS
(TYP)
139138
138.0
SWPPP PLAN (2)
I:\ _C
AD
D
(P R
O
JE
C
TS
)\L \L
AK
EL
AN
D
E
LE
C
TR
IC
\M
C
IN
TO
SH
P
LA
N T
D
EM
O (F
W
)\D
W G
\F W
.0 1-
C
F
E
D
C
2 3
B
A
1 2 3
4 5 6 7 8
54 6 7 8
F
E
D
C
B
A
PROJECT:
SITE:
TITLE:
APPROVED BY:
REVIEWED BY: DRAWING NO.:
OF
DRAWN BY:
DESIGN BY:
CHECKED BY: FILE:
PROJECT NO.:
DATE:
DATEREV APPDESCRIPTION DRN
12802 TAMPA OAKS BLVD., SUITE 151
TAMPA, FLORIDA 33637 USA
PH: 813.558.0990 - FX:813.558.9726
AUTHORIZATION NUMBER: 4321
DECEMBER 2025
FW8287
FW8287.01-C15
LAKELAND ELECTRIC MCINTOSH POWER PLANT DEMOLITION
3030 EAST LAKE PARKER DRIVE LAKELAND, FLORIDA
501 EAST LEMON STREET
LAKELAND, FLORIDA 33801 USA
CONSTRUCTION DRAWING DATE
MICHAEL H. SCOTT, PE - LICENSE NO. 72475
I:\ _C
AD
D
(P R
O
JE
C
TS
)\L \L
AK
EL
AN
D
E
LE
C
TR
IC
\M
C
IN
TO
SH
P
LA
N T
D
EM
O (F
W
)\D
W G
\F W
.0 1-
C
AT, BL
BL
AT
TDA
MHS
N
0 100 200
SCALE IN FEET
MATCHLINE - S
HEET 18
M
ATC
H
LIN
E - SH
EET 19
SF
PROJECT LIMITS OF WORK
PROPOSED GRADING LIMIT
EXISTING GROUND ELEVATION CONTOUR (FT)
EXISTING SITE ACCESS ROAD
PROPOSED GRADING ELEVATION CONTOUR (FT)
PROPOSED SILT FENCE
PROPOSED TURBIDITY BARRIER
AREA TO BE SODDED
142144 146 148 152
146148
142 142
144 146 146
142 142
142142 14
142142
144144
144 14
146146 146
134134
38 138
8 138
134134
140140
138138
134 13
138138
W.E.
153.9
W.E.
154.5
W.E.
153.4
W.E.
154.1
W.E.
135.1
W.E.
140.3
Tanks
Ta…
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