IFB_CONCRETE_ONLY_PCLF.2025.TANK.SITE_signed.pdf
PDF 6 MB Posted
- Attached to
- Central Landfill Leachate Tank Construction
- Solicitation number
- Bid 26-09
- Issued by
- Polk County, Florida
About this file
This is an Invitation for Bid (IFB) document prepared by Integrity Environmental Solutions for the Putnam County Board of County Commissioners for the Central Landfill Leachate Tank Construction project located at 140 County Landfill Road, Palatka, Florida. The scope of work encompasses site preparation for tank foundation and containment area construction, concrete foundation construction coordinated with the tank vendor, coordination with the owner-supplied bolted plate tank erection by Florida Aquastore, secondary containment area and access stairs construction, core openings in existing concrete containment walls with grouted sleeves, and as-built survey documentation. The project requires an 18-inch concrete slab with #5 reinforcing bars at 12 inches on center for the tank foundation, 8-inch concrete walls with #5 reinforcing bars for secondary containment, and concrete achieving a minimum 28-day compressive strength of 4,000 PSI. A mandatory pre-bid conference is scheduled for March 19, 2026 at 10:00 a.m., with written questions due by April 7, 2026, and sealed bids due by 2:00 p.m. EST on April 15, 2026. Award will be made to the lowest responsive and responsible bidder with intent to award on April 20, 2026, a protest period from April 20-23, 2026, and board approval anticipated on April 28, 2026. The preconstruction conference is scheduled for May 12, 2026, with 90 calendar days to substantial completion and 100 calendar days to final completion following Notice to Proceed, targeting August 20, 2026 for project completion.
Bidders must submit a bid bond equal to five percent of the total bid amount or a certified check as security and maintain comprehensive general liability insurance with a minimum $1,000,000 combined single limit coverage, workers compensation insurance at statutory limits, business auto liability insurance with $1,000,000 combined single limit coverage, and builders risk insurance. The contractor must perform a minimum of 40 percent of the work with County approval required for any subcontractors. Monthly payment will be made for services rendered and approved, subject to a five percent retainage until project completion. Compliance with E-Verify requirements, public records laws, non-discrimination policies, drug-free workplace standards, and all applicable federal, state, and local laws is mandatory. The owner-supplied bolted plate leachate storage tank will be glass fused to steel construction, supplied and erected by Florida Aquastore and purchased by Putnam County, with the contractor responsible for coordinating the foundation installation and tank erection. No specific budget range or contract award value is disclosed in the solicitation documents.
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Text version
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FOR CONCRETE BIDDING PURPOSES ONLY
NOT FOR CONSTRUCTION
INDEX OF SHEETS
SHEET NO. DESCRIPTION
S-1 S-2 S-3 S-4
TITLE SHEET
EXISTING CONDITIONS
SITE PLAN
SITE PLAN - PROPOSED
DETAILS - 1
DETAILS - 2
STRUCTURAL NOTES
FOUNDATION PLAN
FOUNDATION SECTIONS
FOUNDATION & STAIRS DETAILS
LEACHATE STORAGE TANK CONSTRUCTION
PUTNAM COUNTY CENTRAL LANDFILL
INDEX OF SHEETS
SHEET NO. DESCRIPTION
PUTNAM COUNTY BOARD OF COUNTY COMMISSIONERS
INTEGRITY ENVIRONMENTAL SOLUTIONS
140 COUNTY LANDFILL ROAD
PALATKA, FLORIDA 32177
COUNTY REPRESENTATIVE:
JAY TILTON - SOLID WASTE DEPARTMENT
DIRECTOR
1643 CAMPUS PARK DRIVE, SUITE B
MONROE, NORTH CAROLINA 28112
(704) 283-9765
INTEGRITY JOB NO. 1880135
FEBRUARY 2026
OWNER:
ENGINEER:
FACILITY ID NO. 37570
E X
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PAGE 3 & 4: PROPOSED LEACHATE TANK LOCATION
ACTIVE LANDFILL AREA
SCALE HOUSE
ENTRANCE ROAD AND
OFFICE BUILDING
EXISTING LEACHATE
STORAGE TANK AREA
PROJECT LOCATION
PHASE 2
SITE ACCESS ROAD
CLOSED LANDFILL AREA
PHASE 1
NOTES:
1. AERIAL TOPOGRAPHY WAS COMPILED BY INGENAE FROM AERIAL
PHOTOGRAPHY FLOWN ON APRIL 14, 2025.
LEGEND
2 FT TOPOGRAPHIC CONTOUR LINE
10 FT TOPOGRAPHIC CONTOUR LINE
PROPERTY BOUNDARY
ACTIVE LANDFILL AREA
EXISTING GRAVEL
ACCESS ROAD
EXISTING TRUCK
LOADING AREA
PROPOSED NEW
LEACHATE TANK AREA
EXISTING 60FT X 40FT X
3.75FT CONTAINMENT
AREA.
BOLLARD LOCATIONS
EXISTING MONITORING
WELLS
EXISTING MONITORING
WELLS
EXISTING
ACCESS
STAIRS
ELECTRICAL
PANEL TO BE
RELOCATED
BY OTHERS
EXISTING 2-10,000
GALLON LEACHATE
STORAGE TANKS
EXISTING 2-30,000
GALLON LEACHATE
STORAGE TANKS
OVERHEAD
POWER TO BE
RELOCATED
EXISTING
LEACHATE
FORCEMAIN
FENCE TO BE
RELOCATED
BY OTHERS PRIOR
TO CONSTRUCTION
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NOTES:
1. AERIAL TOPOGRAPHY WAS COMPILED BY INGENAE FROM
AERIAL PHOTOGRAPHY FLOWN ON APRIL 14, 2025.
2. EXISTING GROUNDWATER MONITORING WELLS SHOWN ON
PLANS SHALL NOT BE DISTURBED DURING CONSTRUCTION.
ANY DAMAGE TO MONITORING WELLS SHALL BE REPAIRED
AT CONTRACTOR'S EXPENSE.
LEGEND
ROAD LIMITS
10 FT TOPOGRAPHIC CONTOUR LINE
EXISTING FEATURES
FENCING
LEACHATE FORCEMAIN
GATE
EXISTING MONITORING WELL
EXISTING BALL VALVE
EXISTING PIPE UP
EXISTING PIPE DOWN
EXISTING PIPE SUPPORT
EXTEND FENCING
ACCESS
STAIRS
12" BUTTERFLY VALVE
CLOSE COUPLED
6" FILL LINE
HDPE SDR 11
6" DISCHARGE LINE
HDPE SDR 11
EXISTING 60FT X 40FT X
3.75FT CONTAINMENT AREA
3' X 3' SUMP X 2' DEEP FOR
FLOAT CONTROLLED
30 GPM SUMP PUMP
2" HDPE SDR
11 SUMP
DISCHARGE
LINE
EXISTING 6" PVC
LEACHATE LINE
RELOCATE ACCESS
CONTROL GATE
EXTEND FENCING
CORE THROUGH
EXISTING
CONTAINMENT WALL
4" FLANGED BALL
VALVE WITH
BLIND FLANGE
6" FLANGED
BALL VALVE
WITH BLIND
FLANGE
24" ACCESS
MANWAY LADDER WITH
SAFETY CAGE
ACCESS HATCH
6" OVERFLOW
TANK
FOUNDATION
VENT
2" BALL
VALVE
FLANGED 6"
BALL VALVE
RELOCATE
ELECTRICAL BOX
PIPE SUPPORTS
APPROXIMATELY 10'
APART (TYPICAL)
2" CHECK
VALVE
SUMP PUMP
CONTROL PANEL
6" FLANGE
BALL VALVE
CONNECT TO RAISED
EXISTING 6" DISCHARGE
WITH 6" FLANGED TEE
4" BALL
VALVE
4" CHECK
VALVE
6" PVC
FLANGED TEE
6" FLANGED
BALL VALVE
EXISTING LEACHATE
FORCEMAIN
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NOTES:
1. AERIAL TOPOGRAPHY WAS COMPILED BY INGENAE FROM
AERIAL PHOTOGRAPHY FLOWN ON APRIL 14, 2025.
2. EXISTING GROUNDWATER MONITORING WELLS SHOWN ON
PLANS SHALL NOT BE DISTURBED DURING CONSTRUCTION.
ANY DAMAGE TO MONITORING WELLS SHALL BE REPAIRED
AT CONTRACTOR'S EXPENSE.
3. PIPING SHOWN ON PLANS IS NOT INCLUDED IN THIS
CONTRACT. FOR CONCRETE WORK ONLY.
4. FLORIDA AQUASTORE WILL SUPPLY AND ERECT THE OWNER
PURCHASED TANK.
LEGEND
ROAD LIMITS
10 FT TOPOGRAPHIC CONTOUR LINE
FENCING
LEACHATE FORCEMAIN
GATE
PROPOSED FEATURES
FENCING
LEACHATE FORCEMAIN
GATE
PROPOSED BALL VALVEEXISTING MONITORING WELL
EXISTING BALL VALVE
EXISTING PIPE UP
EXISTING PIPE DOWN
EXISTING PIPE SUPPORT
PROPOSED PIPE SUPPORT
EXISTING FEATURES
SECTION A
EL. 54.25
56'- 4"
13'-2"
EL. 50.5
22'
SECTION B
37'-4"
22'
3' 3'
EL. 54.25
EL. 50.5
ACCESS STAIRS NOT
SHOWN FOR CLARITY
NOTES:
1. LEACHATE STORAGE TANK DESIGN WILL BE SUPPLIED AND ERECTED BY
FLORIDA AQUASTORE TANK PURCHASED BY PUTNAM COUNTY.
2. LEACHATE STORAGE TANK SHALL BE GLASS FUSED TO STEEL BOLT
PLATE INSTALLED BY AQUASTORE. SECONDARY CONTAINMENT
CONTRACTOR TO COORDINATION THE INSTALLATION OF THE
FOUNDATION TANK RING AND ERECTION OF TANK WITH AQUASTORE.
3. STRIP THE PROPOSED CONSTRUCTION LIMITS OF ALL GRASS, ROOTS,
TOPSOIL, AND OTHER DELETERIOUS MATERIALS WITHIN 5 FEET BEYOND
THE PERIMETER OF THE PROPOSED CONSTRUCTION AREAS. EXPECT
TYPICAL STRIPPING AT THIS SITE TO DEPTHS OF 6 TO 12 INCHES.
4. FOLLOWING SITE CLEARING, GRUBBING, AND ROUGH GRADING, THE
SAME PROJECT AREAS SHOULD BE PROOF-ROLLED USING A LARGE,
FULLY LOADED RUBBER-TIRED VEHICLE (DUMP TRUCK) OR SIMILAR
EQUIPMENT. PROOF-ROLLING WILL LOCATE ANY SURFICIAL ZONES OF
ESPECIALLY LOOSE OR SOFT FOR UNSUITABLE SOILS NOT
ENCOUNTERED IN THE SOIL TEST BORINGS AND SHOULD HELP PROVIDE
MORE UNIFORMITY IN THE SANDY SUBSURFACE SOIL PROFILE. UNUSUAL
OR UNANTICIPATED CONDITIONS IDENTIFIED DURING THIS PROCESS
MUST BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
GEOTECHNICAL ENGINEER. FIELD DENSITY TESTING IS NOT REQUIRED
DURING PROOF-ROLLING OPERATIONS.
5. WEAK SUBGRADE SOILS IDENTIFIED DURING PROOF-ROLLING
OPERATIONS SHOULD BE EXCAVATED AND REMOVED FROM THE SITE
AND REPLACED WITH BACKFILL/FILL SOILS. WE RECOMMEND THAT THE
BOTTOM OF ALL FOOTINGS BE PROBED AS TO CONFIRM THE SUITABILITY
OF THE BEARING SOILS. GRANULAR FILL SOILS USED ABOVE EXISTING
GRADES SHOULD MEET THE MATERIAL AND PLACEMENT
SPECIFICATIONS.
6. PIPING SHOWN IS NOT INCLUDED IN THIS CONTRACT. FOR CONCRETE
ONLY.
30'
13'-2" 30'
56'- 4"
'-4
6'
2'
22' 12'-6"
SEE STRUCTURAL DRAWINGS FOR
FOUNDATION AND NOTES BELOW
FOR FOUNDATION PREPARATION
12" BUTTERFLY VALVE
CLOSED COUPLED TO 12"
WALL SLEEVE
ACCESS HATCH
LADDER WITH
SAFETY CAGE
DOME COVER
FOR TANK
6" OVERFLOW
NOZZLE
6" INLET PIPE SUPPORT
ATTACHED TO TANK
6" OVERFLOW HDPE SDR
11 FLANGE CONNECTED
TO TANK WITH PIPE
SUPPORTS
6" DISCHARGE
LINE WITH 6"
FLANGED BALL
VALVE
TANK
VENT
LADDER WITH
SAFETY CAGE
ACCESS HATCH
6" OVERFLOW
EXISTING
LEACHATE TANK
TANK
FOUNDATION
VENT
SUMP
6" HDPE SDR 11
DISCHARGE LINE
WITH 6" FLANGED
BALL VALVE
ACCESS
STAIRS
12" BUTTERFLY VALVE
CLOSE COUPLED
6" FILL LINE
HDPE SDR 11
3' X 3' SUMP X 2' DEEP FOR FLOAT
CONTROLLED 20 GPM AT 50'
TSURUMI PUMP HS(Z) 3.75S OR
APPROVED EQUIVALENT SUMP PUMP
2" HDPE SDR
11 SUMP
DISCHARGE
LINE
CORE THROUGH
EXISTING
CONTAINMENT WALL
6" FLANGED
BALL VALVE
WITH BLIND
FLANGE
24" ACCESS
MANWAY
2" BALL
VALVE
FLANGED 6"
BALL VALVE
PIPE SUPPORTS
APPROXIMATELY 10'
APART (TYPICAL)
2" CHECK
VALVE
SUMP PUMP
CONTROL PANEL
6" FLANGE
BALL VALVE
6" PVC
FLANGED TEE
6" FLANGED
BALL VALVE
4" FLANGED BALL
VALVE WITH BLIND
FLANGE
6" DISCHARGE
LINE HDPE SDR 11
4" FLANGED BALL
VALVE WITH
BLIND FLANGE
4" BALL
VALVE
4" CHECK
VALVE
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6" PIPE CORING DETAIL
I.D.-10"
16"
16"
EXISTING
CONCRETE
CONTAINMENT
NEW
CONCRETE
CONTAINMENT
EXISTING
CONCRETE
CONTAINMENT
NEW
CONCRETE
CONTAINMENT
12" PIPE OPENING DETAIL
6"
NOTES:
1. ALL PIPING TO BE HDPE UNLESS OTHERWISE NOTED.
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE AND MAY
NEED ADJUSTED BASED ON ACTUAL FIELD CONDITIONS
3. PIPE SUPPORTS WILL BE INSTALLED APPROXIMATELY
EVERY 10 FEET.
TYPICAL PIPE SUPPORT
CORE THROUGH EXISTING
CONTAINMENT WALL AND GROUT
10" PIPE SLEEVE IN-PLACE WITH
NON SHRINK GROUT
SEAL ANNULAR SPACE
WITH 6" LINK SEAL®
10" PIPE SLEEVE
6" HDPE SDR 11
CORE THROUGH EXISTING
CONTAINMENT WALL AND GROUT 12"
WALL SLEEVE IN-PLACE WITH
NON-SHRINK GROUT
12" HDPE
SDR 11
12" BUTTERFLY VALVE CLOSE
COUPLED TO FLANGED HDPE PIPE
SLEEVE THROUGH WALL WITH STEM
EXTENSION TO OPERATED FROM
OUTSIDE OF CONTAINMENT AREA
COOPER B-LINE
B3088T-6 OR ENGINEER
APPROVED EQUIVALENT
COOPER B-LINE B3092-24
OR ENGINEER
APPROVED EQUIVALENT
PIPE SIZE VARIES
ANCHOR BOLT - EXPANSION TYPE
EXISTING CONCRETE
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BE-6030
AutoCAD SHX Text
SECTION VIEW DIRECTION
AutoCAD SHX Text
SHEET NUMBER DETAIL IS ON
AutoCAD SHX Text
DETAIL/SECTION NUMBER
AutoCAD SHX Text
AutoCAD SHX Text S-4
AutoCAD SHX Text
%%USYMBOLS
AutoCAD SHX Text
3.- IN ALL INSTANCES, THE CONTRACT DOCUMENTS SHALL GOVERN THE SHOP
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DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER.
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COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH,
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ELEVATIONS, DIMENSIONS, ETC.
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TIES, AND STIRRUPS.
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1-1/2" FOR BEAM AND COLUMN PRIMARY REINF.,
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3/4" FOR SLABS, WALLS, AND JOISTS
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C: FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
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2" FOR #6 AND LARGER
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1-1/2" FOR #5 AND SMALLER
AutoCAD SHX Text
B: FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER:
AutoCAD SHX Text
2.- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
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1.- SHOP DRAWINGS SHALL BE REVIEWED FOR GENERAL COMPLIANCE WITH
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%%USHOP DRAWING REVIEW
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THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY.
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STANDARDS AND SPECIFICATIONS.
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NO. = INCHES, (40 BAR DIAMETERS) UNLESS OTHERWISE NOTED.
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3.- HORIZONTAL AND VERTICAL BARS SHALL LAP A MINIMUM OF 5 X BAR
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TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI
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2.- REINFORCING BARS SHALL BE PLACED IN ACCORDANCE WITH THE
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1.- REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM
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%%UREINFORCING STEEL
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ACCORDANCE WITH AC1 347, "RECOMMENDED PRACTICE FOR CONCRETE
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COLUMNS, AND WALLS SHALL BE DESIGNED AND CONSTRUCTED IN
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1.- FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS,
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OIL, SCALE, AND RUST.
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FORMWORK".
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%%UFORMWORK
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2.- CONCRETE SLUMP SHALL NOT EXCEED 4" %%P 1".
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A: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY
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15.- REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS:
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SPECIFIC ADMIXTURES, OTHER ADMIXTURES MAY BE USED ONLY WITH THE
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14.- CALCIUM CHLORIDES SHALL NOT BE UTILIZED; SEE SPECIFICATIONS FOR
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EXPOSED TO EARTH.
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IS COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE
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12.- THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING
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11.- ALL CONCRETE SHALL BE CURED USING CURING COMPOUND MEETING ASTM
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NONCOMPLIANCE WITH THE ABOVE.
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THE OWNER'S REPRESENTATIVE AND THE ENGINEER OF ANY
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10.- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY
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ABOVE, THE CONCRETE SHALL BE DISCARDED.
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9.- IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED
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EXCEED ONE AND ONE-HALF (1-1/2) HOURS.
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CONCRETE UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT
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5.- THE MAXIMUM TIME ALLOWED FROM THE TIME THE WATER IS ADDED TO
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4.- CONCRETE TICKETS SHALL BE STAMPED WHEN CONCRETE IS BATCHED.
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ASTM C94 FOR MEASURING, MIXING, TRANSPORTING, ETC.
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3.- CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND
AutoCAD SHX Text
%%US T R U C T U R A L N O T E S
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4000 PSI FOR WALLS, SLABS ON GRADE, AND FOOTINGS.
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1.- CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS
AutoCAD SHX Text
LISTED IN THE SPECIFICATIONS.
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%%UCONCRETE
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APPROVAL OF THE ENGINEER. ONLY CONCRETE MIXES APPLICABLE TO
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ENVIRONMENTAL STRUCTURES, TYPE II, V OR K CEMENT, TYPE F FLY ASH,
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ASR RESISTIVE ADDITIVES, SHALL BE USED IN THIS PROJECT.
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2.- FOUNDATIONS AND SITE PREPARATION SHALL BE COMPLETED IN SUBSTANTIAL
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%%UFOUNDATION/SITE PREPARATION
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1.- FOOTINGS AND SLABS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING
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PRESSURE OF 1250 PSF. REFER TO GEOTECHNICAL REPORT PREPARED
AutoCAD SHX Text
OF THE SUBSURFACE EXPLORATION SOILS REPORT.
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DRY DENSITY OF AT LEAST 95%%% OF THE MODIFIED PROCTOR MAXIMUM
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DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D1557 OR AS
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OF SITE / FOUNDATION PREPARATION EFFORTS.
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SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE,
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AND AS DIRECTED BY THE ENGINEER.
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AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE
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MADE BY THE GEOTECHNICAL ENGINEER.
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4.- FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A
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5.- A LICENSED GEOTECHNICAL ENGINEER SHALL VERIFY SUCCESSFUL COMPLETION
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6.- LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS
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7.- WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,
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INDICATED IN THE SOILS REPORT.
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ACCORDANCE WITH STANDARD PRACTICES AND WITH THE RECOMMENDATIONS
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STANDARD C309 TYPE 1 AND SHALL HAVE A FUGITIVE DYE.
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UNFINISHED CONCRETE.
AutoCAD SHX Text
RECOATED DAILY.
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13.- ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE
AutoCAD SHX Text
16.- EXPANSION/CONTRACTION JOINTS IN CONCRETE SHALL BE SEALED.
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BY UNIVERSAL ENGINEERING SERVICERS, LLC DATED 7/26/24.
AutoCAD SHX Text
3.- PRIOR TO INSTALLATION OF CONCRETE, THE SURFACE SHALL BE PREPARED BY
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LIGHTLY PROOF-ROLLED AND COMPACTED. STRUCTURAL FILL SHALL BE INSTALLED
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STRIPPING ALL SURFACE VEGETATION. THE EXPOSED SUBGRADE SHALL BE
AutoCAD SHX Text
AS RECOMMENDED IN THE GEOTECHNICAL REPORT.
AutoCAD SHX Text
CONCRETE PLACED IN ONE DAY. AT LEAST ONE SET OF CYLINDERS
AutoCAD SHX Text
50 CUBIC YARDS OR FRACTION THEREOF FOR EACH DESIGN MIX OF
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6.- CONCRETE COMPRESSIVE TEST CYLINDERS SHALL BE OBTAINED FOR EACH
AutoCAD SHX Text
SHALL BE OBTAINED EACH DAY.
AutoCAD SHX Text
AND "METHOD OF TEST COMPRESSIVE STRENGTH OF MOLDED CONCRETE
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RETAINED TESTING LAB AND TESTED IN ACCORDANCE WITH THE ACI CODE
AutoCAD SHX Text
7.- COMPRESSIVE TEST CYLINDERS SHALL BE MADE BY THE CONTRACTOR'S
AutoCAD SHX Text
CYLINDERS (ASTM C39)." FOUR (4) CYLINDERS WILL BE REQUIRED FOR
AutoCAD SHX Text
EACH DESIGN MIX.
AutoCAD SHX Text
7, 14, AND (2) AT 28 DAYS.
AutoCAD SHX Text
8.- SUBMIT CYLINDER TEST RESULTS SHOWING COMPRESSIVE STRENGTH AT
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9.- INFORM ENGINEER OF CONSTRUCTION CONFLICTS FOUND AMONG
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7.- DEVIATIONS FROM DRAWINGS SHALL BE APPROVED BY THE ENGINEER.
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6.- FIELD VERIFY EXISTING BUILDING CONDITIONS, DIMENSIONS, SIZE, VOLTAGE,
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TRADES FOR ANY REQUIRED CHANGES FROM THESE DRAWINGS.
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AND LOCATION OF UTILITIES PRIOR TO NEW OR REMODELING WORK.
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5.- ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD.
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4.- ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
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ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK.
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ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
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DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY.
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SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT
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TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR
AutoCAD SHX Text
REGULATIONS, THE 2023 (8TH ED.) FLORIDA BUILDING CODE, ACI 318,
AutoCAD SHX Text
3.- AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH PUTNAM COUNTY
AutoCAD SHX Text
ACI 350.
AutoCAD SHX Text
DETAIL IS SHOWN.
AutoCAD SHX Text
PLUMBING DETAILS NOT SHOWN ON THESE DRAWINGS.
AutoCAD SHX Text
2.- CHECK ALL SHOP DRAWINGS FOR SLEEVES, DEPRESSIONS, AND
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1.- ALL DRAWINGS SHALL BE USED IN CONJUNCTION WITH EACH OTHER TO
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COORDINATE WITH MECHANICAL, ELECTRICAL, PLUMBING AND SITE PLANS.
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%%UGENERAL
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%%UDESIGN LOADS
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1.- ALL DESIGN LOADS SHALL BE IN ACCORDANCE WITH THE 2023 (8TH ED.)
AutoCAD SHX Text
FLORIDA BUILDING CODE.
AutoCAD SHX Text
A. LIVE LOADS
AutoCAD SHX Text
SLABS ON GRADE
AutoCAD SHX Text
10.- REFER TO EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS
AutoCAD SHX Text
FOR ANCHORAGE TO CONCRETE SLAB.
AutoCAD SHX Text
250 PSF
AutoCAD SHX Text
STAIRS & PLATFORMS
AutoCAD SHX Text
100 PSF
AutoCAD SHX Text
B. DEAD LOADS
AutoCAD SHX Text
PER EQUIPMENT MANUFACTURERS
AutoCAD SHX Text
C. WIND LOADS
AutoCAD SHX Text
BASIC WIND SPEED, V (3-SEC-GUST)
AutoCAD SHX Text
145 MPH
AutoCAD SHX Text
EXPOSURE CATEGORY
AutoCAD SHX Text C
AutoCAD SHX Text ult
AutoCAD SHX Text
NOMINAL WIND SPEED, V
AutoCAD SHX Text
112 MPH
AutoCAD SHX Text asd
AutoCAD SHX Text
LATERAL DESIGN PRESSURE (ULT.)
AutoCAD SHX Text
58.8 PSF
AutoCAD SHX Text
RISK CATEGORY
AutoCAD SHX Text
IV
AutoCAD SHX Text
D. RAIN LOADS
AutoCAD SHX Text
100-YEAR, 1-HOUR RAINFALL
AutoCAD SHX Text
4.5 IN
AutoCAD SHX Text
%%UALUMINUM STAIRS & HANDRAILS
AutoCAD SHX Text 1.- THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL ALUMINUM SHALL COMPLY WITH THE ALUMINUM DESIGN MANUAL BY THE ALUMINUM ASSOCIATION. 2.- STAIRS AND HANDRAIL LOADING SHALL BE IN ACCORDANCE WITH THE 2023 (8TH ED.) FLORIDA BUILDING CODE. 3.- STRUCTURAL ALUMINUM SHALL BE ASTM B306, 6061-T6 ALLOY, Fty = 38 KSI. 4.- ALUMINUM HANDRAIL PIPE SHALL BE ASTM B306, 6063-T52 ALLOY, Fty = 25 KSI. 5.- ALUMINUM STAIR TREADS SHALL BE NON-SKID AS MANUFACTURED BY MCNICHOLS CO. OR EQUAL. 6.- POST-INSTALLED ANCHOR BOLTS SHALL BE AISI 316 STAINLESS STEEL. 7.- FRAMING BOLTS AND SCREWS SHALL BE 6061-T6 ALUMINUM OR AISI 316 STAINLESS STEEL WITH ALUMINUM OR STAINLESS STEEL WASHERS UNDER THE TURNED NUT. 8.- BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-OF-THE-NUT METHOD. 9.- WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES.
AutoCAD SHX Text
8.- MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND
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SAFETY MEASURES DURING CONSTRUCTION ARE SOLELY THE
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RESPONSIBILITY OF THE CONTRACTOR.
AutoCAD SHX Text
CIVIL, MECHANICAL, STRUCTURAL AND BUILDING DESIGN
AutoCAD SHX Text
BROADWAY ENGINEERING, P.A.
AutoCAD SHX Text Tampa, Florida 33606 813-251-9244
AutoCAD SHX Text Fax 813-251-9330 Bus. Email: Info@Broadway-Eng.Com
AutoCAD SHX Text Certificate of Authorization No. 4599
AutoCAD SHX Text Cadd. Email: DGorr@Broadway-Eng.Com
AutoCAD SHX Text 1335 W. Cass Street
AutoCAD SHX Text See Us At www.Broadway-Eng.Com
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'-0
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AutoCAD SHX Text
SCALE:
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FOUNDATION PLAN
AutoCAD SHX Text 1/4" = 1'-0"
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EXISTING STRUCTURES
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ACCESS STAIRS
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AutoCAD SHX Text S-4
AutoCAD SHX Text 55'-0"
AutoCAD SHX Text 56'-4"
AutoCAD SHX Text
AutoCAD SHX Text S-3
AutoCAD SHX Text 36'-0"
AutoCAD SHX Text 37'-4"
AutoCAD SHX Text 27'-6"
AutoCAD SHX Text 27'-6"
AutoCAD SHX Text 18'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text
AutoCAD SHX Text S-4
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text 12'-6"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 50.50
AutoCAD SHX Text 50.50
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text 50.50
AutoCAD SHX Text 50.50
AutoCAD SHX Text 50.00
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
AutoCAD SHX Text S-4
AutoCAD SHX Text 6'-0"
AutoCAD SHX Text
SLOPE
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SLOPE
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SLOPE
AutoCAD SHX Text
AutoCAD SHX Text S-3
AutoCAD SHX Text
AutoCAD SHX Text S-4
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SAWCUT JT., TYP.
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12" OPENING
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AutoCAD SHX Text S-4
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ANCHOR BOLT, TYP. OF 8 - SEE TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS
AutoCAD SHX Text
TOP OF SLAB
AutoCAD SHX Text
EL. 50.83
AutoCAD SHX Text
18" CONC. SLAB W/ #5 @ 12" O.C., E.W. TOP & BOTTOM
AutoCAD SHX Text
8" CONC. SLAB W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text
CIVIL, MECHANICAL, STRUCTURAL AND BUILDING DESIGN
AutoCAD SHX Text
BROADWAY ENGINEERING, P.A.
AutoCAD SHX Text Tampa, Florida 33606 813-251-9244
AutoCAD SHX Text Fax 813-251-9330 Bus. Email: Info@Broadway-Eng.Com
AutoCAD SHX Text Certificate of Authorization No. 4599
AutoCAD SHX Text Cadd. Email: DGorr@Broadway-Eng.Com
AutoCAD SHX Text 1335 W. Cass Street
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'-0
BE-6030
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 55'-0"
AutoCAD SHX Text 56'-4"
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SECTION
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S-3
AutoCAD SHX Text
3/4" CHAMPER, TYP.
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WATERSTOP, TYP.
AutoCAD SHX Text
TANK
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AutoCAD SHX Text
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text 13'-2"
AutoCAD SHX Text 13'-2"
AutoCAD SHX Text 8"
AutoCAD SHX Text
TOP OF SLAB
AutoCAD SHX Text
EL. 50.50
AutoCAD SHX Text
18" CONC. SLAB W/ #5 @ 12" O.C., E.W., TOP & BOTTOM
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
8" CONC. WALL W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text 8"
AutoCAD SHX Text 36'-0"
AutoCAD SHX Text 37'-4"
AutoCAD SHX Text
SCALE:
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SECTION
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S-3
AutoCAD SHX Text
3/4" CHAMPER, TYP.
AutoCAD SHX Text
3/4" CHAMPER, TYP.
AutoCAD SHX Text
WATERSTOP, TYP.
AutoCAD SHX Text
TOP OF WALL
AutoCAD SHX Text
EL. 54.25
AutoCAD SHX Text
TANK
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
8" CONC. SLAB W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text 3'-8"
AutoCAD SHX Text 3'-8"
AutoCAD SHX Text
WATERSTOP, TYP.
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text
TOP OF SLAB
AutoCAD SHX Text
EL. 50.50
AutoCAD SHX Text
8" CONC. WALL W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text
3/4" CHAMPER, TYP.
AutoCAD SHX Text
WATERSTOP, TYP.
AutoCAD SHX Text
TOP OF WALL
AutoCAD SHX Text
EL. 54.25
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
MIN.
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
8" CONC. SLAB W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text 12"
AutoCAD SHX Text
18" CONC. SLAB W/ #5 @ 12" O.C., E.W., TOP & BOTTOM
AutoCAD SHX Text
WATERSTOP, TYP.
AutoCAD SHX Text 4"±
AutoCAD SHX Text 4"±
AutoCAD SHX Text
8" CONC. SLAB W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text
EXISTING SLAB
AutoCAD SHX Text
TOP OF SLAB
AutoCAD SHX Text
EL. 50.50
AutoCAD SHX Text
TOP OF WALL
AutoCAD SHX Text
EL. 54.25
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 12"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text 22'-0"
AutoCAD SHX Text
TOP OF WALL
AutoCAD SHX Text
EL. 54.25
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text SEE TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SIZE AND LOCATIONS OF ANCHOR BOLTS.
AutoCAD SHX Text 1" X 15" EMBEDMENT ANCHOR BOLTS,TYP. OF 8 - SEE TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS
AutoCAD SHX Text 1" X 15" EMBEDMENT ANCHORBOLTS, TYP. OF 8 - SEE TANK MANUFACTURER'S INSTALLATION INSTRUCTIONS
AutoCAD SHX Text
EXISTING WALL
AutoCAD SHX Text
TOP OF SLAB
AutoCAD SHX Text
EL. 50.83
AutoCAD SHX Text
TOP OF SLAB
AutoCAD SHX Text
EL. 50.83
AutoCAD SHX Text
CIVIL, MECHANICAL, STRUCTURAL AND BUILDING DESIGN
AutoCAD SHX Text
BROADWAY ENGINEERING, P.A.
AutoCAD SHX Text Tampa, Florida 33606 813-251-9244
AutoCAD SHX Text Fax 813-251-9330 Bus. Email: Info@Broadway-Eng.Com
AutoCAD SHX Text Certificate of Authorization No. 4599
AutoCAD SHX Text Cadd. Email: DGorr@Broadway-Eng.Com
AutoCAD SHX Text 1335 W. Cass Street
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'-0
BE-6030
AutoCAD SHX Text 8"
AutoCAD SHX Text
8" CONC. WALL W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text
8" CONC. SUMP FLOOR W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text
2" X 2" X 1/4" ANGLE (GALV. STEEL) W/ 1" X 1/8" X 4" LG. TABS @ 12" O.C.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SECTION
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S-4
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SECTION
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S-4
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text 5'-0"
AutoCAD SHX Text
7 TREADS @ 11" = 6'-5"
AutoCAD SHX Text
8 RISERS @ 6.875" = 4'-7"
AutoCAD SHX Text 3'-6"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
1-1/2" ALUMHANDRAIL
AutoCAD SHX Text
ALUM. STAIRS AND HANDRAIL BY STAIR CONTRACTOR
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SECTION @ STAIRS
AutoCAD SHX Text 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S-4
AutoCAD SHX Text
WATERSTOP, TYP.
AutoCAD SHX Text
BOTTOM OF SUMP
AutoCAD SHX Text
EL. 47.00
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SAW CUT CONTROL JOINT
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text S-4
AutoCAD SHX Text
FILL W/ GROUT AFTER SAW
AutoCAD SHX Text
CUT CURING
AutoCAD SHX Text 3/16"%%P
AutoCAD SHX Text 1"
AutoCAD SHX Text
SIZE & REINFORCEMENT
AutoCAD SHX Text
SEE PLANS FOR CONCRETE SLAB
AutoCAD SHX Text 12"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
AutoCAD SHX Text 8"
AutoCAD SHX Text
8" CONC. SLAB W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text 8"
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
8" CONC. WALL W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text
3/4" CHAMPER, TYP.
AutoCAD SHX Text
WATERSTOP, TYP.
AutoCAD SHX Text
TOP OF SLAB
AutoCAD SHX Text
EL. 50.50
AutoCAD SHX Text
TOP OF WALL
AutoCAD SHX Text
EL. 54.25
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text
(4) #5 CONT.
AutoCAD SHX Text 12"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
8" CONC. SLAB W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text 8"
AutoCAD SHX Text
FINISH GRADE
AutoCAD SHX Text
8" CONC. WALL W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text
3/4" CHAMPER, TYP.
AutoCAD SHX Text
WATERSTOP, TYP.
AutoCAD SHX Text
TOP OF SLAB
AutoCAD SHX Text
EL. 50.50
AutoCAD SHX Text
TOP OF WALL
AutoCAD SHX Text
EL. 54.25
AutoCAD SHX Text 3'-9"
AutoCAD SHX Text 8"
AutoCAD SHX Text
8" CONC. SLAB W/ #5 @ 12" O.C., E.W.
AutoCAD SHX Text
EXISTING SLAB
AutoCAD SHX Text
7 TREADS @ 11" = 6'-5"
AutoCAD SHX Text
8 RISERS @ 6.875" = 4'-7"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
WATERSTOP, TYP.
AutoCAD SHX Text
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
EL. 50.00
AutoCAD SHX Text
%%UNOTES:
AutoCAD SHX Text
1. ADD VERT. AND HORIZ. STEEL EACH SIDE OF
AutoCAD SHX Text
OPENING EQUIVALENT IN AREA TO AT LEAST
AutoCAD SHX Text
1/2 OF THE AREA OF BARS INTERRUPTED BY
AutoCAD SHX Text
THE OPENING. (TYPICAL BOTH FACES)
AutoCAD SHX Text
2. THIS DETAIL APPLIES AT RECTANGULAR OPENINGS.
AutoCAD SHX Text
3. THIS DETAIL APPLIES AT OPENINGS 12 INCHES,
AutoCAD SHX Text
AND GREATER.
AutoCAD SHX Text
2" CLR.
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
ADD VERT. AND HORIZ.
AutoCAD SHX Text
STEEL (SEE NOTE).
AutoCAD SHX Text
ADD (1) #5 EACH
AutoCAD SHX Text
FACE DIAGONALLY
AutoCAD SHX Text
CLASS "C"
AutoCAD SHX Text
TENSION SPLICE
AutoCAD SHX Text
FOR "TOP BARS"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
OPEN.
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
TYPICAL PIPE OPENING REINFORCEMENT
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text S-4
AutoCAD SHX Text #5 @ 12" O.C.
AutoCAD SHX Text
CIVIL, MECHANICAL, STRUCTURAL AND BUILDING DESIGN
AutoCAD SHX Text
BROADWAY ENGINEERING, P.A.
AutoCAD SHX Text Tampa, Florida 33606 813-251-9244
AutoCAD SHX Text Fax 813-251-9330 Bus. Email: Info@Broadway-Eng.Com
AutoCAD SHX Text Certificate of Authorization No. 4599
AutoCAD SHX Text Cadd. Email: DGorr@Broadway-Eng.Com
AutoCAD SHX Text 1335 W. Cass Street
| 2-17-26 PUTNAM COUNTY STRUCTURAL.pdf |
| S-1 |
| Sheets and Views |
| S-1 |
| S-2 |
| Sheets and Views |
| S-2 |
| S-3 |
| Sheets and Views |
| S-3 |
| S-4 |
| Sheets and Views |
| S-4 |
| 4532.pdf |
| Sheets and Views |
| CONCRETE ONLY PCLF.2025.TANK.SITE-TITLE |
| CONCRETE ONLY PCLF.2025.TANK.SITE-EXISTING |
| CONCRETE ONLY PCLF.2025.TANK.SITE-SITE PLAN |
| CONCRETE ONLY PCLF.2025.TANK.SITE-SITE PLAN - PROPOSED |
| CONCRETE ONLY PCLF.2025.TANK.SITE-DETAILS |
| CONCRETE ONLY PCLF.2025.TANK.SITE-DETAILS (2) |
| 2-17-26 PUTNAM COUNTY STRUCTURAL.pdf |
| S-1 |
| Sheets and Views |
| S-1 |
| S-2 |
| Sheets and Views |
| S-2 |
| S-3 |
| Sheets and Views |
| S-3 |
| S-4 |
| Sheets and Views |
| S-4 |
| 2026-02-19T09:45:47-0500 | |
| Elizabeth Broadway |
| 2026-02-19T10:06:17-0500 | |
| Terry Darragh |
| 2026-02-19T10:07:38-0500 | |
| Terry Darragh |
| 2026-02-19T10:09:23-0500 | |
| Terry Darragh |
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| 2026-02-19T10:11:39-0500 | |
| Terry Darragh |
| 2026-02-19T10:12:51-0500 | |
| Terry Darragh |
File details come from the government source that posted it. Updated .