Attachment_A.pdf

PDF 26 MB Posted Jun 17, 2025

Attached to: Piling Relocation - Blackburn Point Park
Solicitation number: 2025-QQ-499
Issued by: Sarasota County, Siesta Key CDP, Florida

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Written by GovTribe AI · Jul 1, 2025

This document is a comprehensive engineering plan set and specification for the Blackburn Point Floating Dock Replacement Project prepared by Coastal Engineering Consultants for Sarasota County, Florida. The project involves replacing the existing floating dock and access infrastructure at Blackburn Point Park, located at 800 Blackburn Point Road in Osprey. The plan includes detailed design specifications for a new 75' x 10' floating dock, a 20' x 8' aluminum gangway, concrete ramp extensions, and associated infrastructure. The project includes specific technical requirements for materials like HDPE float sections, marine-grade aluminum framing, stainless steel hardware, and decking materials, with construction to be completed according to detailed engineering specifications.

The project documents indicate a focus on environmental protection and marine construction best practices, with specific requirements for material quality, installation techniques, and environmental conservation. The specifications mandate use of high-density polyethylene float sections, marine-grade aluminum framing, and precise construction methods to ensure durability and minimal environmental impact. The project includes provisions for rowing and general marine access, with features like canoe and rowing shell storage areas, and is designed to meet specific technical and functional requirements for a marine dock facility. While specific budget details are not explicitly stated, the comprehensive engineering specifications suggest a professionally managed infrastructure improvement project with careful attention to technical and environmental considerations.

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COM-ACC-24-000139

800 BLACKBURN POINT Rd, Nokomis FL 34275

8/23/2024 3:53:51 PM

General Conditions

FIRE

FIRE EXTINGUISHER

PROVIDE A PROTABLE FIRE

EXTINGUISHER (2A10BC) NOT

MORE THAN 75' FROM THE END

OF THE PIER

REVIEWED FOR CODE COMPLIANCE

8/23/2024

COM-ACC-24-000139

BLACKBURN POINT PARK

FLOATING DOCK REPLACEMENT

PREPARED FOR:

SARASOTA COUNTY

LOCATION MAP

800 BLACKBURN POINT ROAD, OSPREY, FL 34229

PARCEL NO. 0157040007

(N.T.S.)

FILE NO.: 23015-C-1

SHEET 1

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NOTES

1. SURVEY COMPLETED BY COASTAL ENGINEERING CONSULTANTS, INC. 03/15/2023.

2. AERIAL PHOTOGRAPHY OBTAINED FROM THE FLORIDA DEPARTMENT OF TRANSPORTATION, DATED 2020.

3. ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM (NAVD) 1988.

4. INFORMATION SHOWN HEREON REFLECTS CONDITIONS AS THEY EXISTED ON THE SURVEY DATES SHOWN AND CAN ONLY BE CONSIDERED

INDICATIVE OF CONDITIONS AT THAT TIME.

5. CONTROL IS BASED ON BENCHMARK AG7167, N: 1,034,897, E: 495,343, ELEV. = 7.81', NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988.

6. ELEVATIONS SHOWN HEREON ARE IN FEET AND TENTHS AND REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD

1988).

7. ANY PUBLIC LAND PROPERTY CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED BY THE CONTRACTOR. IF A CORNER

MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. ANY SURVEY MONUMENT DESTROYED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY A REGISTERED

SURVEYOR & MAPPER AT THE CONTRACTOR'S EXPENSE.

8. CONTRACTOR SHALL NOT DISTURB AREAS BEYOND DESIGNATED WORK AREA. CONTRACTOR SHALL NOT WORK OUTSIDE OF RIGHT OF WAY

LINE OR EASEMENTS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION AND CONTROL OF ANY EROSION, SEDIMENTATION OR SURFACE WATER

TURBIDITY CAUSED BY HIS ACTIVITY.

10. DURING CONSTRUCTION, EXISTING GRATE INLET AND JUNCTION BOX OPENINGS SHALL BE COVERED WITH FILTER FABRIC (MIRAFI 14ON OR

APPROVED EQUAL) TO PREVENT DEBRIS AND FILL FROM FALLING INTO THE INLET.

11. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION, ANY DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO THE ENGINEER AND OWNER'S REPRESENTATIVE IMMEDIATELY.

12. CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER AND OWNER WRITTEN APPROVAL FOR ANY DEVIATION IN PLANS AND/OR

SPECIFICATIONS.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. TRAFFIC CONTROL OPERATION PROCEDURES SHALL BE SUBMITTED TO

OWNER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS AND DEBRIS (INCLUDING EXISTING STRUCTURES) NOT REQUIRED TO REMAIN IN THE PROPOSED CONSTRUCTION AREA. WHERE SO DEPICTED BY THE OWNER'S REPRESENTATIVE, TREES AND VEGETATION WITHIN THE CLEARING LIMITS SHALL BE PROTECTED, LEFT STANDING, AND TRIMMED TO

PREVENT DAMAGE TO LIMBS AND ROOTS DURING CONSTRUCTION.

INDEX

1. COVER SHEET

2. EXISTING CONDITIONS

3. PROPOSED PLAN VIEW

4. TYPICAL SECTIONS AND DETAILS

5. TYPICAL SECTIONS AND DETAILS

6. SPECIFICATIONS

7. SPECIFICATIONS

8. SPECIFICATIONS

PROJECT LOCATION

DRYMAN BAY

LITTLE SARASOTA BAY

BLACKBURN POINT RD

ASEY KEY R

TIDAL DATUMS AT BLACKBURN POINT, OSPREY, FLORIDA

ARE BASED ON FLORIDA 872 5943

TIME PERIOD = JULY 1977 - OCTOBER 1977

= 1983 - 2001

CONTROL TIDE STATION = NAPLES, GULF OF

ELEVATIONS OF TIDAL DATUMS ARE REFERENCED IN

MEAN HIGH WATER (MHW) = -0.18 FT NAVD

MEAN LOW WATER (MLW) = -1.20 FT NAVD

MEAN LOWER LOW WATER (MLLW) = -1.58 FT NAVD

NAVD 1988.

TIDAL EPOCH

MEAN HIGHER HIGH WATER (MHHW) = +0.11 FT NAVD

MEXICO (872 5110)

PUBLISHED TIDAL INFORMATION

PUBLISHED = 11/25/2015

Kyle A Kincaid

Digitally signed by Kyle A Kincaid DN: c=US, o=Florida, dnQualifier=A01410D0 000018C3F8D685B000 C0E63, cn=Kyle A Kincaid Date: 2024.07.11

14:43:53 -04'00'REVIEWED FOR CODE COMPLIANCE

8/23/2024

COM-ACC-24-000139

Flood - Matthew Clemens - Approved - 8/22/2024

Environmental Protection - Chance Steed - Approved - 8/23/2024

Fire - Don Damron - Approved w/ Comments - 8/1/2024

Building - Peter Petres - Approved - 8/20/2024

PARKING

SIGN

TIMBER

BOLLARD

(TYP)

BENCH

BIKE

RACK INFO

SIGNS

LIGHT

POLE

OAR

RACKS

OAR

RACKS

RUBBLE

WALL

CONCRETE

BLOCK RAMP

EXTENSION

MANGROVE

DRIP EDGE

DENSE SEAGRASS BED

SPARSE SEAGRASS BED

RESTROOM

30'x8' ALUMINUM

GANGWAY

100'x10' FLOATING DOCK

8.9

-2.

-0.

8.9 8.8 8.2

5.5 3.1 2.0

7.4

3.8

1.0

6.9

0.0

-1.

-3.

-4.

-3.

-2.

BENCHMARK

CEC SIP

N: 1,035,156.24 E: 495,049.35

EL: 8.8'

18'x109' CAST-IN-PLACE

CONCRETE RAMP

MANGROVE

DRIP EDGE

OYSTER BED

8.9 4.8

-0.

-1.

-2.

-4.

-3.

-2.

8-2.

-3.

APPROXIMATE MHWL

FENCED CANOE

STORAGE AREA

FENCED ROWING

SHELL STORAGE AREA

FILE NO.: 23015-C-2

SHEET 2

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0 10 20 40

Kyle A Kincaid

Digitally signed by Kyle A Kincaid DN: c=US, o=Florida, dnQualifier=A01410D 0000018C3F8D685B0 00C0E63, cn=Kyle A Kincaid Date: 2024.07.11 14:44:18 -04'00'

Th es e pr oj ec t d oc um en ts h av e be en re vi ew ed b y ap pl ic ab le C ou nt y D ep ar tm en ts a nd h av e be en fo un d to b e in s ub st an tia l c om pl ia nc e w ith th e ap pl ic ab le c od es a nd re gu la tio ns

C O

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75' x 10' FLOATING DOCK

20' x 8' GANGWAY W/

ALUMINUM DECKING

-2.

-0.

3.1

3.8

-1.

-3.

-4.

-3.

-2.

(4) 8" Ø ECOPILE GUIDE PILE

EXISTING

RUBBLE WALL

EXISTING CAST-IN-PLACE

CONCRETE RAMP

EXISTING

CONCRETE

BLOCK RAMP

EXTENSION

DENSE SEAGRASS BED

11'-6" x 8' TIMBER ACCESS

38'-1" x 8'

CONCRETE

ACCESS RAMP

-0.

-1.

-2.

-4.

-3.

-2.

-3.

B C

D' 7' 24'-7" 6'-6" 11'-6" 20'

3'-8"

(2) 8" Ø

TIMBER PILE

APPROXIMATE MHWL

. N

DISTANCE ALONG PROFILE (FT.)

PROFILE A-A'

-10'

-5'

10'

15'

0' 20' 40' 60' 80' 100' 120' 140' 148'

SEAGRASS BED

MHWL

8" Ø ECOPILE GUIDE PILE

75' x 10' FLOATING DOCK

20' x 8'

ALUMINUM

GANGWAY

EXISTING CONC. RAMP

(6" SLAB THICKNESS)

2.4'

8' LONG

PRECAST

PANEL

24'-7" CAST-IN-PLACE

VARIABLE HEIGHT CURB

6" CAST-IN-PLACE

CONC. SLAB

38'-1"

2.0'

11'-6"

EXISTING GRADE7.0' EXISTING CONC. SLAB TO BE REMOVED

8" Ø ECOPILE GUIDE PILE

8" Ø TIMBER PILE

11.5' x 8' TIMBER ACCESS

6'-6" PRECAST PANELS

FILE NO.: 23015-C-3

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FLOATING DOCK AND GANGWAY NOTES

1. FLOATING DOCKS AND GANGWAYS SHALL BE FABRICATED BY ACCUDOCK MANUFACTURING OR APPROVED EQUIVALENT.

2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS WITH FLOAT SIZE AND ARRANGEMENT TO ACHIEVE SPECIFIED FREEBOARD.

3. DECKING ON FLOATING DOCKS SHALL BE WEARDECK TO MATCH TIMBER STRUCTURES. COLOR TBD.

4. FLOATING DOCK GUIDE PILES SHALL BE 8" ECOPILE MANUFACTURED BY SHORELINE PLASTICS WITH A MINIMUM OF 40% PENETRATION OF THE OVERALL LENGTH. TOP OF PILE SHOULD BE AT A

MINIMUM ELEVATION OF +9.0' NAVD.

5. FILL ECOPILES WITH CONCRETE AND INSTALL 15' #5 REINFORCING BAR IN CENTER CELL OF PILE.

6. GUIDE PILES EXTENDING ABOVE THE DECK SHALL BE FITTED WITH A BLACK POLYETHYLENE CONE PILE CAP MANUFACTURED BY INTERNATIONAL DOCK PRODUCTS, INC. OR APPROVED

EQUIVALENT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. EACH PILE SHALL BE MEASURED AND FITTED WITH THE CORRECT SIZE CAP. CAPS SHOULD FIT SNUG.

Kyle A Kincaid

Digitally signed by Kyle A Kincaid DN: c=US, o=Florida, dnQualifier=A01410 D0000018C3F8D685 B000C0E63, cn=Kyle A Kincaid Date: 2024.07.11 14:44:40 -04'00'

C O

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-2 4-

DISTANCE ALONG SECTION (FT)

SECTION B-B'

-5

0 12

DISTANCE ALONG SECTION (FT)

SECTION C-C'

-5

0 12

DISTANCE ALONG SECTION (FT)

SECTION D-D'

-7

-5

0 12

EXISTING CONC. RAMP

8" VARIABLE

HEIGHT CURB

8" VARIABLE

HEIGHT CURB

6" CAST-IN-PLACE SLAB

57 STONE

6" CAST-IN-PLACE SLAB

57 STONE

EXISTING

CONC. RAMP

8"8"

NOTE: ALL REINFORCING STEEL SHALL BE #4 BAR @ 8" O.C., UNLESS OTHERWISE NOTED.

3'-8" x 8'

PRECAST

SEAWALL

PANEL

VARIES

EPOXY REINFORCING INTO SLAB

3'-8"

SCALE: 1" = 4'

1' SPLICE

SCALE: 1" = 4'

3'-8"

FILTER

FABRIC

1/2" TROWELED

EDGE (TYP)

1/2" TROWELED

EDGE (TYP)

1/2" TROWELED EDGE (TYP)

PILE WRAP FROM CLAMP

TO 1 FT BELOW MUDLINE

PILING PENETRATION

40% OF PILE LENGTH (MIN)

EXISTING CONC. RAMP

(6" SLAB THICKNESS)

8' LONG PRECAST PANEL

24'-7" CAST-IN-PLACE

VARIABLE HEIGHT CURB

6" CAST-IN-PLACE

CONC. SLAB

38'-1" 11'-6"

3"X8" STRINGER

8" DIA. TIMBER PILE

3"X8" FACIA

4"X8" LEDGER W/ (6) 5/8"Ø 316 SS

ALL THREAD (EPOXY ALL THREAD

INTO PRECAST PANEL)

H2.5ASS SIMPSON TIE

(ONE PER STRINGER) EXISTING GRADE

2"X6" WEARDECK

DECKING

5/8" Ø THRU BOLT W/

WASHERS BOTH ENDS

3"X8" CLAMP

6'-6" PRECAST PANELS

1' 3"

#4 BARS @ 8" O.C.

3" CLEAR (MIN)

FILE NO.: 23015-C-4

SHEET 4

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CONCRETE NOTES

1. PRIOR TO EXCAVATION THE CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES AND DRAINS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STABILIZATION OF EXISTING CONCRETE RAMP AND FILL DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL DEMOLISH, REMOVE, AND DISPOSE OF IN AN APPROVED OFF SITE DISPOSAL AREA THE EXISTING STRUCTURES WITHIN THE LIMITS OF THE PROJECT.

4. MINIMUM CONCRETE COVERAGE OVER STEEL REINFORCING TO BE 3 INCHES.

5. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 5,000 PSI AND MEET ASTM C-94. PORTLAND CEMENT SHALL BE TYPE II WITH FLY ASH AND A MINIMUM OF 50 LBS OF MICROSILICA. MINIMUM

CEMENT CONTENT SHALL BE 700 POUNDS PER CUBIC YARD WITH A MAXIMUM WATER-CEMENT RATION OF 0.44. SLUMP RANGE: 5 INCHES ± 1 INCH. AIR ENTRAINMENT: 4 PERCENT BY VOLUME. MIX DESIGN SHALL BE

SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.

6. MIXING: MINIMUM 70 AND MAXIMUM 270 REVOLUTIONS OF MIXING DRUM. NONAGITATING EQUIPMENT IS NOT ALLOWED. CONCRETE SHALL BE PLACED WITHIN 1½ HOURS AFTER THE CEMENT HAS BEEN ADDED TO THE

MIX.

7. DO NOT PLACE CONCRETE IN A FORM UNTIL THE FORM HAS BEEN INSPECTED AND APPROVED BY THE COUNTY AND ENGINEER. ALTHOUGH THE COUNTY AND ENGINEER INSPECTS AND APPROVES FORMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SATISFACTORY CONCRETE SURFACES, FREE FROM WARPING, BULGING, OR OTHER OBJECTIONABLE DEFECTS.

8. CONTRACTOR IS RESPONSIBLE FOR ALL RISKS CONNECTED WITH PLACING AND CURING OF CONCRETE. ALTHOUGH ENGINEER MAY GIVE HIM PERMISSION TO PLACE CONCRETE, CONTRACTOR IS RESPONSIBLE FOR SATISFACTORY RESULTS. SHOULD CONCRETE THE CONTRACTOR PLACES PROVE UNSATISFACTORY, THE CONTRACTOR SHALL REMOVE, DISPOSE OF, AND REPLACE CONCRETE AT NO EXPENSE TO COUNTY.

9. CONSOLIDATE CONCRETE BY CONTINUOUS WORKING WITH A SUITABLE TOOL IN AN ACCEPTABLE MANNER, OR BY VIBRATING. WHEN NOT USING VIBRATORS, THOROUGHLY WORK AND COMPACT ALL THIN-SECTION WORK WITH A STEEL SLICING ROD. SPADE ALL FACES, AND FLUSH MORTAR TO SURFACE BY CONTINUOUS WORKING WITH A CONCRETE SPADING IMPLEMENT.

10. REMOVE FORMS FROM AFTER CONCRETE HAS OBTAINED 70% OF SPECIFIED 28-DAY STRENGTH OR APPROVAL IS OBTAINED IN WRITING FROM ENGINEER.

11. ALL REINFORCING SHALL BE HOT DIPPED GALVANIZED ASTM A615 GRADE 60.

12. MINIMUM REINFORCING STEEL LAP SPLICE SHALL BE 24", UNLESS OTHERWISE NOTED.

13. ALL WALKING SURFACES OF THE CONCRETE ACCESS SHALL BE A ROUGH BROOM FINISH.

14. 8" WIDE BORDER SHALL BE PAINTED SAFETY YELLOW ON TOP OF CONCRETE ACCESS, EXCEPT NORTH END.

15. AT ALL COLD JOINTS USE A CONCRETE BONDING AGENT.

CORNER SEAL NOTES

1. FORM AND POUR A VERTICAL SEAL

INSIDE CORNERS OF PRECAST PANELS.

2. SEAL FORMS SHALL EXTEND A MINIMUM

OF 1 FOOT BELOW MUDLINE.

3. REMOVE SEDIMENT FROM BOTTOM OF

FORM IMMEDIATELY PRIOR TO PUMPING

CONCRETE.

4. CONCRETE SHALL NOT BE ALLOWED TO

DROP THROUGH WATER COLUMN.

SCALE: 1" = 4'

Kyle A Kincai d

Digitally signed by Kyle A Kincaid DN: c=US, o=Florida, dnQualifier=A01410 D0000018C3F8D685 B000C0E63, cn=Kyle A Kincaid Date: 2024.07.11 14:44:57 -04'00'

C O

M -A

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3"X8" STRINGER

(TYP)

3"X8" FACIA

8" DIA. TIMBER PILE (PILES CUT

OFF BELOW DECK SHALL BE

COATED WITH ROOF SEALANT AND

COVERED WITH HDPE SHEETING)

3"X8" BLOCKING (TYP)

11'-6"

7'-8"

TIMBER ACCESS PLAN VIEW

SCALE: 1" = 3'

4"X8" LEDGER

(4) 6"X2"X1/4" STAINLESS STEEL

ANGLE BRACKETS SECURED

WITH (3) 3/8" DIA. THROUGH

BOLTS EACH FLANGE (TYP)

CLAMPS EXTEND 1"

BEYOND STRINGERS

(TYP)

2"X6" WEARDECK DECKING

(OVERHANG DECKING 2")

H2.5ASS SIMPSON TIE

(TYP)

1'-3"

#5 H.D.G. BARS @ 6" O.C. (TYP)

#5 H.D.G. BARS

@ 1-3" O.C. (TYP)

3'-3"

PRECAST CONCRETE PANELS (4)

SCALE: 1" = 2'

7-#5 H.D.G.

BARS @

1'-3" O.C.

6-#5 H.D.G.

BARS @ 6" O.C.

2'-6"

LIFTING LOOP (2) 1/2" DIA.

CABLE OR #5 BAR (LIFTING

LOOPS TO BE CUT OFF 3" ABOVE

PANEL BEFORE CAST-IN-PLACE

SLAB IS POURED ON TOP)

1 1/2" DIA.

WEEP HOLE

3'-3"

ELEVATION VIEW

PLAN VIEW

FILE NO.: 23015-C-5

SHEET 5

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ACCESS CONSTRUCTION NOTES

1. BEVEL TOP EDGE OF DECKING TO REMOVE SPLINTERS.

2. RECESS ALL OUTBOARD FACING BOLT HEADS FLUSH WITH PILE.

3. ALL FASTENERS AND HARDWARE SHALL BE 316 STAINLESS STEEL.

4. ALL PILES SHALL ACHIEVE A MINIMUM PENETRATION OF 40 PERCENT OF THE OVERALL LENGTH OR A MINIMUM OF 8 FT, WHICHEVER IS GREATER.

5. TIMBER PILES SHALL BE WRAPPED WITH A 0.30 MIL HDPE SHEETING. THE SHEETING IS TO PREVENT PRESERVATIVE

TREATMENT FROM LEACHING INTO THE ENVIRONMENT AND TO PROHIBIT MARINE BORER ATTACK. THE SHEETING MUST OVERLAP A MINIMUM OF 6 INCHES AT SEAMS AND LAP JOINTS AND PROVIDE A COMPLETE BARRIER TO THE TIMBER. MINIMUM 1 1/4" LONG 304 STAINLESS STEEL ROOFING NAILS, SPACED NO GREATER THAN 3 INCHES APART, SHALL BE USED FOR ATTACHING THE SHEETING. THE SHEETING SHALL EXTEND FROM BOTTOM OF CLAMPS ON PIER DOWN TO 1 FOOT BELOW THE EXISTING MUDLINE. VERTICAL SEAMS SHALL BE ORIENTATED TOWARD THE UNDERSIDE OF THE PIER.

6. DECKING SHALL BE 2"X6" WEARDECK, MANUFACTURED BY OWENS CORNING. OR APPROVED EQUAL. COLOR TO BE

DETERMINED BY COUNTY.

7. DECKING SHALL BE FLUSH WITH CONCRETE ACCESS.

Kyle A Kincaid

Digitally signed by Kyle A Kincaid DN: c=US, o=Florida, dnQualifier=A01410D 0000018C3F8D685B00 0C0E63, cn=Kyle A Kincaid Date: 2024.07.11 14:45:24 -04'00'

C O

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FILE NO.: 23015-C-6

SHEET 6

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CONSTRUCTION SPECIFICATIONS

CS-1.0 SCOPE OF WORK

THE WORK TO BE PERFORMED UNDER THE CONTRACT CONSISTS OF

FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES, MATERIALS,

TRANSPORTATION, FUEL, POWER AND WATER, PROVIDING

ENVIRONMENTAL PROTECTION, AND PERFORMING ALL OPERATIONS IN

CONNECTION WITH THE BLACKBURN POINT FLOATING DOCK

REPLACEMENT PROJECT. THIS WORK MUST BE COMPLETED

ACCORDING TO THE CONTRACT DOCUMENTS WITHIN THE TIME

SPECIFIED IN THE CONTRACT AND WITHIN COMPLIANCE WITH THE

CONDITIONS OF THE FEDERAL, STATE, AND LOCAL PERMITS. THE

CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION

MEANS, METHODS, TECHNIQUES, PROCEDURES, LAY OUT, AND THE

SEQUENCE OF THE WORK.

CS-2.0 WORK AREA

AREAS IN THE VICINITY OF THE PROJECT AREA CONTAIN SENSITIVE

ENVIRONMENTAL HABITATS. THE CONTRACTOR SHALL AVOID THESE

HABITATS AND IS RESPONSIBLE FOR ENVIRONMENTAL PROTECTION.

ALL WORK MUST BE CONFINED TO THE CONTRACTOR'S WORK AREA.

NO PLANT OR EQUIPMENT MAY OPERATE OR TRANSIT OUTSIDE THE

PROPERTY BOUNDARY OR WORK LIMITS. ALL CONSTRUCTION AREAS

SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS, OR BETTER

AS PART OF DEMOBILIZATION.

CS-2.1 SECURITY

THE CONTRACTOR IS PERMITTED TO EXCLUDE THE PUBLIC FROM HIS

WORK AREA AS NECESSARY TO PERFORM THE WORK AND TO

OPERATE IN ACCORDANCE WITH THE GENERAL CONDITIONS OF THE

CONTRACT. ENFORCEMENT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY AT NO ADDITIONAL COST TO THE COUNTY. THE

ENFORCEMENT SHALL BE COORDINATED WITH LOCAL ENFORCEMENT

AGENCIES AND WILL BE SUBJECT TO APPROVAL OF THE COUNTY.

CS-2.2 CONSTRUCTION ACCESS

CONSTRUCTION ACCESS AND STAGING SHALL BE CONFINED TO THE

CONTRACTOR'S WORK AREA. PROCUREMENT OF ANY ADDITIONAL

ACCESS ROUTES FOR INGRESS AND EGRESS TO THE CONSTRUCTION

AREA SHALL BE OBTAINED BY AND AT THE EXPENSE OF THE

CONTRACTOR. THE CONTRACTOR SHALL CONFINE HIS PLANT,

EQUIPMENT, MATERIALS, AND OPERATIONS OF PERSONNEL TO AREAS

PERMITTED BY LAW, ORDINANCES, PERMITS AND THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS, AND SHALL NOT UNREASONABLY

ENCUMBER THE PREMISES WITH PLANT, EQUIPMENT, AND MATERIALS.

THE CONTRACTOR MUST CONTROL NOISE AND MUST CONTROL

WIND-BLOWN SAND, SILT AND DUST WHILE USING THE ACCESSES. THE

CONTRACTOR IS RESPONSIBLE FOR PREPARATION AND RESTORATION

OF THE ACCESS AREAS.

CS-2.3 PROTECTION OF EXISTING FACILITIES

DURING ALL PHASES OF THE WORK INCLUDING BUT NOT LIMITED TO

STAGING, CONSTRUCTION ACCESS, CONSTRUCTION, AND SITE

RESTORATION, THE CONTRACTOR SHALL IMPLEMENT BEST

MANAGEMENT PRACTICES TO PROTECT AND STABILIZE THE EXISTING

FACILITIES WITHIN AND ADJACENT TO THE WORK AREA AND TO

PREVENT DAMAGE THERETO BY THE CONTRACTOR'S OPERATIONS.

EXISTING FACILITIES DAMAGED BY CONTRACTOR, SHALL BE

IMMEDIATELY REPAIRED IN CONFORMANCE WITH THE BEST

CONSTRUCTION STANDARDS OF PRACTICE.

CS-2.4 NOISE

THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS SO AS TO

COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS PERTAINING TO

NOISE. THE CONTRACTOR SHALL USE A DECIBEL METER AND KEEP

RECORDS AS NECESSARY TO VERIFY THE WORK IS BEING CONDUCTED

ACCORDINGLY.

CS-3.0 TIMBER

CS-3.1 MATERIALS

CS-3.1.1 LUMBER AND TIMBERS

THE CONTRACTOR SHALL PROVIDE SOLID SAWN LUMBER AND TIMBERS

OF STRESS-RATED SOUTHERN PINE OR FIR-LARCH WITH A VISUAL

GRADE NO. 1 OR HIGHER FOR ALL STRUCTURAL AND NONSTRUCTURAL

MEMBERS. TIMBER GRADE MARKS SHOULD BE FROM A RECOGNIZED

ASSOCIATION OR INDEPENDENT INSPECTION AGENCY USING THE

SPECIFIC GRADING REQUIREMENTS OF AN ASSOCIATION RECOGNIZED

AS COVERING THE SPECIES USED. THE ASSOCIATION OR INDEPENDENT

INSPECTION AGENCY SHALL BE CERTIFIED BY THE BOARD OF REVIEW,

AMERICAN LUMBER STANDARDS COMMITTEE, TO GRADE THE SPECIES

USED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE QUALITY

OF TREATED WOOD PRODUCTS.

PRESERVATIVE TREATMENT SHALL BE WITH WATERBORNE

PRESERVATIVE IN ACCORDANCE WITH AWPA AS FOLLOWS:

CLAMPS< STRINGERS, AND LEDGER SHALL BE TREATED BY CCA

PRESERVATIVE WITH 0.6 PCF RETENTION. PILES SHALL BE TREATED BY

CCA PRESERVATIVE WITH 2.5 PCF RETENTION.

CS-3.1.2 HARDWARE

THE CONTRACTOR SHALL PROVIDE BOLTS WITH NECESSARY NUTS AND

WASHERS, TIMBER CONNECTORS, NAILS, SCREWS, AND OTHER

FASTENINGS. THE BOLTS AND NUTS SHALL CONFORM TO ASTM F593

AND F594. THE CONTRACTOR SHALL PROVIDE PLATE OR CUT WASHERS

WHERE INDICATED; PROVIDE BOLTS WITH WASHERS UNDER NUT AND

HEAD; PROVIDE TIMBER CONNECTORS AND OTHER METAL FASTENINGS

OF TYPE AND SIZE SHOWN; AND PROVIDE 316 ALLOY STAINLESS STEEL

HARDWARE UNLESS SPECIFIED OTHERWISE ON CONTRACT PLANS.

CS-3.1.3 CONSTRUCTION

THE CONTRACTOR SHALL CUT, BEVEL, AND FACE TIMBERS PRIOR TO

PLANT PRESERVATIVE TREATMENT AND PROVIDE PROTECTIVE

EQUIPMENT FOR PERSONNEL FABRICATING, FIELD TREATING, OR

HANDLING MATERIALS TREATED WITH WATER-BORNE SALTS.

CS-3.1.4. FRAMING

THE CONTRACTOR SHALL CUT AND FRAME LUMBER AND TIMBER SO

THAT JOINTS WILL FIT OVER CONTACT SURFACE, AND SECURE

TIMBERS AND PILES IN ALIGNMENT. OPEN JOINTS ARE UNACCEPTABLE.

SHIMMING IS NOT ALLOWED. BORE HOLES FOR TRUSS RODS OR BOLTS

WITH A BIT 1/16 INCH LARGER IN DIAMETER THAN ROD OR BOLT, BORE

HOLES IN SMALL TIMBERS FOR BOLT WITH A BIT OF THE SAME

DIAMETER OR SMALLEST DIMENSION OF THE SPIKE TO PREVENT

SPLITTING, AND COUNTERBORE FOR COUNTERSINKING WHEREVER

SMOOTH FACES ARE SPECIFIED.

CS-3.1.5 FASTENING

VERTICAL BOLTS SHALL HAVE NUTS ON THE LOWER END. WHERE

BOLTS ARE USED TO FASTEN TIMBER TO TIMBER, TIMBER TO

CONCRETE, OR TIMBER TO STEEL, THE CONTRACTOR SHALL BOLT

MEMBERS TOGETHER WHEN THEY ARE INSTALLED AND RETIGHTEN

IMMEDIATELY PRIOR TO FINAL ACCEPTANCE. THE CONTRACTOR SHALL

PROVIDE BOLTS

HAVING SUFFICIENT ADDITIONAL THREADING TO PROVIDE AT LEAST 3/8

INCH PER FOOT THICKNESS OF TIMBER FOR FUTURE RETIGHTENING,

PROVIDE TIMBER CONNECTORS OF TYPES INDICATED, INSTALL

SPLIT-RING AND SHEAR-PLATE CONNECTORS IN PRE-CUT GROOVES OF

THE DIMENSIONS AS RECOMMENDED BY THE MANUFACTURER, FORCE

TOOTHED-RING AND SPIKE-GRID CONNECTORS AND CLAMPING PLATES

INTO THE CONTACT SURFACES OF TIMBERS JOINED BY MEANS OF

PROPER PRESSURE TOOLS, AND AT THE JOINTS, EMBED CONNECTORS

OF THESE TYPES SIMULTANEOUSLY AND UNIFORMLY.

CS-3.1.6 FIELD TREATMENT

THE CONTRACTOR SHALL FIELD TREAT CUTS, HOLES, BEVELS,

NOTCHES, REFACING AND ABRASIONS MADE IN THE FIELD IN TREATED

PILES OR TIMBERS WITH BASED COPPER NAPHTHENATE SOLUTION.

TRIM CUTS AND ABRASIONS BEFORE FIELD TREATMENT; PAINT

DEPRESSIONS OR OPENINGS AROUND BOLT HOLES, JOINTS, OR GAPS

INCLUDING RECESSES FORMED BY COUNTER BORING WITH

PRESERVATIVE TREATMENT USED FOR PILES OR TIMBER.

CS-4.0 SYNTHETIC LUMBER

THE CONTRACTOR SHALL PROVIDE WEARDECK SYNTHETIC LUMBER OR

SUBMIT DOCUMENTATION OF AN EQUIVALENT FOR REVIEW AND

APPROVAL BY THE COUNTY AND ENGINEER. COUNTY SHALL SELECT

COLOR PRIOR TO ORDERING OF MATERIAL. SYNTHETIC LUMBER SHALL

BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS. THE CONTRACTOR SHALL MAKE THE SYNTHETIC

DECKING OF A SINGLE THICKNESS OF THE PLANK SUPPORTED BY

STRINGERS. UNLESS OTHERWISE INDICATED, THE CONTRACTOR

SHALL LAY THE PLANK WITH JOINTS AND PLANK SPACING IN

ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

THE CONTRACTOR SHALL SCREW PLANK TO EACH STRINGER WITH

SCREWS, PROVIDE SCREWS AT LEAST 1½ INCHES GREATER THAN THE

THICKNESS OF THE PLANK, PLACE SCREWS AT LEAST 1½ INCHES FROM

EDGES OF THE PLANK, CUT ENDS OF PLANKS PARALLEL TO CENTER

LINE OF THE STRUCTURE, AND GRADE PLANKS AS TO THICKNESS AND

LAY SO THAT ADJACENT PLANKS VARY LESS THAN 1/16 INCH.

CS-5.0 CONCRETE

CS-5.1 DESCRIPTION

CONSTRUCT CONCRETE STRUCTURES AND OTHER CONCRETE

MEMBERS, WITH THE EXCEPTION OF INCIDENTAL CONCRETE

CONSTRUCTION (WHICH ARE SPECIFIED IN OTHER SECTIONS). REFER

TO FDOT SECTION 450 FOR PRESTRESSED CONSTRUCTION

REQUIREMENTS ADDITIONAL TO THE REQUIREMENTS OF THIS SECTION.

CS-5.2 MATERIALS

MEET THE FOLLOWING FDOT REQUIREMENTS:

CONCRETE .............................................................. SECTIONS 346 AND 347 REINFORCING STEEL ................................................................SECTION 415 CURING MATERIALS ...............................................................*SECTION 925 EPOXY BONDING COMPOUNDS ..............................................SECTION 926 JOINT MATERIALS ....................................................................SECTION 932

*THE ENGINEER WILL ALLOW CLEAN SAND AND SAWDUST FOR CERTAIN

CURING, WHEN AND AS SPECIFIED.

MEET THE FOLLOWING ASTM REQUIREMENTS:

REINFORCING STEEL ............................................. ASTM A123 AND A153

CS-5.3 SUBMITTALS

FURNISH THE FOLLOWING:

1.COMPLETE DATA ON THE CONCRETE MIX IN ACCORDANCE WITH ASTM

C94, ALTERNATE 3.

2.READY MIX DELIVERY TICKETS FOR EACH TRUCK WITH THE

FOLLOWING INFORMATION:

A. NAME OF CONCRETE FIRM.

B. SERIAL NUMBER OF TICKET.

C. DATE.

D. TRUCK NUMBER.

E. SPECIFIC CLASS OF CONCRETE.

F. AMOUNT OF CONCRETE.

G. TIME LOADED.

H. WATER ADDED.

I. TIME UNLOADED.

CS-5.4 CONCRETE

A. READY-MIXED MEETING ASTM C-94 AND THESE SPECIFICATIONS.

B. PORTLAND CEMENT: TYPE II WITH MICROSILICA (MINIMUM 50

POUNDS) AND FLY ASH. MINIMUM CEMENT CONTENT SHALL BE 700

POUNDS WITH A MAXIMUM WATER-CEMENT RATION OF 0.44.

C. MIX DESIGN:

1. MINIMUM ALLOWABLE 28-DAY COMPRESSIVE FIELD STRENGTH: 5,000

PSI WHEN CURED AND TESTED IN ACCORDANCE WITH ASTM C-31 AND

C-39.

2. COARSE AGGREGATE SIZE: ¾ INCH. OTHER AGGREGATE

GRADATIONS MUST BE SUBMITTED FOR REVIEW AND APPROVED

IN WRITING BEFORE USE ON THE PROJECT.

3. SLUMP RANGE: 5 INCHES ± 1 INCH.

4. AIR ENTRAINMENT: 4 PERCENT BY VOLUME.

D. MIXING: MINIMUM 70 AND MAXIMUM 270 REVOLUTIONS OF MIXING

DRUM. NONAGITATING EQUIPMENT IS NOT ALLOWED. CONCRETE SHALL

BE PLACED WITHIN 1½ HOURS AFTER THE CEMENT HAS BEEN ADDED

TO THE MIX.

E.CONTRACTOR SHALL COORDINATE AND SCHEDULE CONCRETE

SAMPLING AND TESTING WITH AN INDEPENDENT TESTING LABORATORY

IN ACCORDANCE STANDARD FDOT TEST METHODS FOR EACH BATCH

OF CONCRETE.

CS-5.5 FALSEWORK

CS-5.5.1 DESIGN AND ERECTION

DESIGN AND CONSTRUCT ALL FALSEWORK TO PROVIDE THE

NECESSARY RIGIDITY AND TO SUPPORT THE LOADS WITHOUT

APPRECIABLE SETTLEMENT OR DEFORMATION. USE SCREW JACKS OR

HARDWOOD WEDGES TO TAKE UP ANY SETTLEMENT IN THE

FRAMEWORK, EITHER BEFORE OR DURING THE PLACING OF

CONCRETE. IF ANY WEAKNESS DEVELOPS AND THE CENTERING

SHOWS UNDUE SETTLEMENT OR DISTORTION, STOP THE WORK,

REMOVE ANY MASONRY AFFECTED, AND STRENGTHEN THE

FALSEWORK BEFORE RESUMING WORK. SUPPORT FALSEWORK WHICH

CANNOT BE FOUNDED ON A SATISFACTORY FOOTING ON PILING.

SPACE, DRIVE, AND REMOVE THE PILING IN AN APPROVED MANNER.

CS-5.5.2 CAMBER

PROVIDE CAMBER TO CORRECT FOR SETTLEMENT AND DEFLECTION

OF FALSEWORK.

CS-5.6 FORMS

CS-5.6.1 GENERAL

PROVIDE FORMS, EITHER OF WOOD OR METAL, AS FOLLOWS: (A)

EXTERNALLY SECURED AND BRACED WHERE FEASIBLE; (B)

SUBSTANTIAL AND UNYIELDING; (C) OF ADEQUATE STRENGTH TO

CONTAIN THE CONCRETE WITHOUT BULGING BETWEEN SUPPORTS AND

WITHOUT APPARENT DEVIATION FROM THE NEAT LINES, CONTOURS,

AND SHAPES SHOWN IN THE PLANS. DESIGN FORMS TO WITHSTAND

THE ADDITIONAL FORCES OF VIBRATION WITHOUT APPARENT

DEVIATION FROM THE DESIRED SHAPE OR POSITION. ASSEMBLE

FORMS TO BE MORTAR TIGHT. IF USING LUMBER FORMS, CONSTRUCT

THEM OF DRESSED WOOD OF UNIFORM THICKNESS. USE FORM LINERS

ON WOODEN FORMS WHERE FDOT CLASS 3 SURFACE FINISH IS

SPECIFIED. CONSTRUCT ASSEMBLED FORMS TO RENDER A CONCRETE

SURFACE OF SMOOTH, UNIFORM FINISH. MAKE PROVISIONS TO

REMOVE FORMS WITHOUT INJURY TO CONCRETE SURFACES. REMOVE

BLOCKS AND BRACING WITH THE FORMS, AND DO NOT LEAVE ANY

PORTION OF THE FORMS IN THE CONCRETE.

CS-5.6.2 INSPECTION AND APPROVAL

DO NOT PLACE CONCRETE IN A FORM UNTIL THE FORM HAS BEEN

INSPECTED AND APPROVED BY ENGINEER. ALTHOUGH THE ENGINEER

INSPECTS AND APPROVES THE FORMS, THE CONTRACTOR IS

RESPONSIBLE FOR OBTAINING SATISFACTORY CONCRETE SURFACES,

FREE FROM WARPING, BULGING, OR OTHER OBJECTIONABLE DEFECTS.

PAY SPECIAL ATTENTION TO THE TIES AND BRACING. WHERE THE

FORMS APPEAR TO BE INSUFFICIENTLY BRACED OR

UNSATISFACTORILY BUILT, STOP AND CORRECT DEFECTS TO THE

SATISFACTION OF THE ENGINEER.

CS-5.6.3 NON-METALLIC FORM MATERIALS

LUMBER: FOR ALL SURFACES, USE LUMBER THAT IS NOT LESS THAN ¾

INCHES IN THICKNESS, DRESSED, AND FREE OF KNOT HOLES, LOOSE

KNOTS, CRACKS, SPLITS, WARPS, AND OTHER DEFECTS. PROPORTION

THE SPACING OF STUDS, JOISTS, AND WALES TO EXCLUDE WARPS AND

BULGES AND TO PRODUCE TRUE AND ACCURATE CONCRETE

SURFACES. ONLY USE STRUCTURALLY SOUND LUMBER.

PLYWOOD: THE CONTRACTOR MAY USE PLYWOOD OF NOT LESS THAN

5/8 INCHES IN THICKNESS MANUFACTURED WITH WATERPROOF GLUE

OR PROTECTED WITH AN APPROVED IMPERVIOUS COATING. DO NOT

USE PIECES WITH BULGED PLIES OR RAVELED, UNTRUE EDGES.

CS-5.6.4 FORM ALIGNMENT, BRACING, AND TIES

CONSTRUCT FORMS IN SUCH MANNER THAT THEY MAY BE

ADEQUATELY SECURED FOR ALIGNMENT, SHAPE, AND GRADE. USE

BRACING SYSTEMS, TIES, AND ANCHORAGES THAT ARE SUBSTANTIAL

AND SUFFICIENT TO ENSURE AGAINST APPARENT DEVIATION FROM

SHAPE, ALIGNMENT, AND GRADE. DO NOT DRIVE NAILS INTO EXISTING

CONCRETE. DO NOT USE BRACING SYSTEMS, TIES, AND ANCHORAGES

WHICH UNNECESSARILY DEFACE OR MARK, OF HAVE AN INJURIOUS OR

UNDESIRABLE EFFECT ON SURFACES THAT WILL BE A PART OF THE

FINISHED SURFACE.

IF METAL TIES AND ANCHORAGES ARE TO REMAIN IN THE CONCRETE,

CONSTRUCT THEM SO AS TO PERMIT THE REMOVAL OF METAL TO AT

LEAST 2 INCHES BENEATH THE FINISHED SURFACE OF CONCRETE. USE

ACCESSORIES FOR METAL TIES AND ANCHORAGES THAT ALLOW THE

REMOVAL OF METAL TO THE PRESCRIBED DEPTH WHILE LEAVING THE

SMALLEST POSSIBLE REPAIRABLE CAVITY.

WHEN USING WIRE TIES, CUT THEM BACK FROM THE FINISHED

SURFACE OF THE CONCRETE A MINIMUM OF 1 1/2 INCHES DEEP. DO

NOT USE INTERNAL TIES OF WIRE WHEN FORMING SURFACES EXPOSED

TO VIEW.

Kyle A Kincaid

Digitally signed by Kyle A Kincaid DN: c=US, o=Florida, dnQualifier=A01410D 0000018C3F8D685B0 00C0E63, cn=Kyle A Kincaid Date: 2024.07.11 14:45:49 -04'00'

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CONSTRUCTION SPECIFICATIONS CONTINUED

CS-5.6.5 PREPARATION AND CLEANING

MEET THE FOLLOWING REQUIREMENTS FOR THE CONDITION OF FORMS

AT THE TIME OF BEGINNING CONCRETE CASTING:

(A. TREAT ALL FORMS WITH AN APPROVED FORM-RELEASE AGENT

BEFORE PLACING CONCRETE. DO NOT USE MATERIAL WHICH

ADHERES TO OR DISCOLORS THE CONCRETE.

(B. CLEAN FORMS OF ALL DIRT, SAWDUST, SHAVINGS, AND OTHER

DEBRIS.

(C. CLOSE AND SECURE ALL INSPECTION AND CLEAN-OUT HOLES.

CS-5.7 PLACING CONCRETE

CS-5.7.1 TEMPERATURE RESTRICTIONS

CS-5.7.1.1 CONCRETING IN COLD WEATHER: DO NOT PLACE CONCRETE

WHEN THE TEMPERATURE OF THE CONCRETE AT PLACEMENT IS

BELOW 7° C .

MEET THE AIR TEMPERATURE REQUIREMENTS FOR MIXING AND

PLACING CONCRETE IN COLD WEATHER AS SPECIFIED IN FDOT

SECTIONS 346 AND 347.

THE CONTRACTOR IS RESPONSIBLE FOR ALL RISKS CONNECTED WITH

THE PLACING AND CURING OF CONCRETE. ALTHOUGH THE ENGINEER

MAY GIVE HIM PERMISSION TO PLACE CONCRETE, THE CONTRACTOR IS

RESPONSIBLE FOR SATISFACTORY RESULTS.

CS-5.7.1.2 CONCRETING IN HOT WEATHER: MEET THE TEMPERATURE

REQUIREMENTS AND SPECIAL MEASURES FOR MIXING AND PLACING

CONCRETE IN HOT WEATHER AS SPECIFIED IN FDOT SECTION 346.

WHEN THE TEMPERATURE OF THE CONCRETE AS PLACED EXCEEDS 24°

C, INCORPORATE IN THE CONCRETE MIX A WATER-REDUCING

RETARDER OR WATER REDUCER IF ALLOWED BY FDOT SECTION 346.

SPRAY DECK SLAB FORMS AND REINFORCING STEEL WITH COOL FRESH

WATER JUST PRIOR TO PLACING THE CONCRETE.

THE CONTRACTOR IS RESPONSIBLE FOR ALL RISKS CONNECTED WITH

THE PLACING AND CURING OF CONCRETE. ALTHOUGH THE ENGINEER

MAY GIVE HIM PERMISSION TO PLACE CONCRETE, THE CONTRACTOR IS

RESPONSIBLE FOR SATISFACTORY RESULTS. SHOULD CONCRETE THE

CONTRACTOR PLACES PROVE UNSATISFACTORY, THE CONTRACTOR

SHALL REMOVE, DISPOSE OF, AND REPLACE THE CONCRETE AT NO

EXPENSE TO THE OWNER.

CS-5.7.2 INSPECTIONS BEFORE PLACING CONCRETE

DO NOT PLACE CONCRETE UNTIL THE DEPTH AND CHARACTER OF THE

FOUNDATION AND THE ADEQUACY OF THE FORMS AND FALSEWORK

HAVE BEEN APPROVED BY THE ENGINEER. DO NOT DEPOSIT ANY

CONCRETE UNTIL ALL REINFORCEMENT IS IN PLACE AND HAS BEEN

INSPECTED AND APPROVED BY THE ENGINEER. THE CONTRACTOR

SHALL NOTIFY THE COUNTY AND ENGINEER A MINIMUM OF 48 HOURS

PRIOR TO PLACING THE CONCRETE SO THAT THE ENGINEER MAY

INSPECT THE STEEL.

CS-5.7.3 GENERAL REQUIREMENTS FOR PLACING CONCRETE

DEPOSIT CONCRETE AS NEARLY AS POSSIBLE IN ITS FINAL POSITION.

DO NOT DEPOSIT LARGE QUANTITIES AT ONE POINT AND THEN RUN OR

WORK IT ALONG THE FORMS. TAKE SPECIAL CARE TO FILL EACH PART

OF THE FORMS, TO WORK COARSE AGGREGATE BACK FROM THE FACE,

AND TO FORCE CONCRETE UNDER AND AROUND REINFORCING BARS

WITHOUT DISPLACING THEM.

USE A METHOD AND MANNER OF PLACING CONCRETE THAT AVOIDS

THE POSSIBILITY OF SEGREGATION OR SEPARATION OF AGGREGATES.

IF THE ENGINEER DETERMINES THAT THE QUALITY OF CONCRETE AS IT

REACHES ITS FINAL POSITION IS UNSATISFACTORY, REMOVE IT AND

DISCONTINUE OR ADJUST THE METHOD OF PLACING UNTIL THE

ENGINEER DETERMINES THAT THE QUALITY OF THE CONCRETE AS

PLACED IS SATISFACTORY.

USE METAL OR METAL-LINED OPEN TROUGHS OR CHUTES. WHERE

STEEP SLOPES ARE REQUIRED, USE CHUTES THAT ARE EQUIPPED

WITH BAFFLES OR ARE IN SHORT LENGTHS THAT REVERSE THE

DIRECTION OF MOVEMENT. WHERE PLACING OPERATIONS WOULD

INVOLVE DRIPPING THE CONCRETE FREELY MORE THAN 3 FEET,

DEPOSIT IT THROUGH PIPES, TROUGHS, OR CHUTES OF SHEET METAL

OR OTHER APPROVED MATERIAL. KEEP ALL TROUGHS, CHUTES, AND

PIPES CLEAN AND FREE FROM COATINGS OF HARDENED CONCRETE BY

THOROUGHLY FLUSHING THEM WITH WATER AFTER EACH RUN OR

MORE OFTEN IF NECESSARY.

CS-5.7.4 PLACING CONCRETE BY PUMPING

IN GENERAL, USE CONCRETE PUMPING EQUIPMENT THAT IS SUITABLE

IN KIND AND ADEQUATE IN CAPACITY FOR THE WORK PROPOSED. USE

A PUMP DISCHARGE LINE THAT HAS A MINIMUM DIAMETER OF 2.5

INCHES. USE A PUMP AND DISCHARGE LINES THAT ARE CONSTRUCTED

SO THAT NO ALUMINUM SURFACES ARE IN CONTACT WITH THE

CONCRETE BEING PUMPED. OPERATE THE PUMP TO PRODUCE A

CONTINUOUS STREAM OF CONCRETE, WITHOUT AIR POCKETS. WHEN

USING CEMENT SLURRY OR SIMILAR MATERIAL TO LUBRICATE THE

DISCHARGE LINE WHEN PUMPING BEGINS, COLLECT SUCH MATERIAL

AT THE POINT OF DISCHARGE. THE CONTRACTOR SHALL DISPOSE OF

THE COLLECTED SLURRY IN AREAS PROVIDED BY THE CONTRACTOR.

CONTROL THE PUMP DISCHARGE LOCATIONS SO THAT THE

PLACEMENT LOCATIONS OF THE VARIOUS LOTS OF CONCRETE

REPRESENTED BY STRENGTH TEST CYLINDERS CAN BE IDENTIFIED IN

THE EVENT THE TEST CYLINDERS INDICATE DEFICIENT STRENGTH.

WHEN CONCRETE IS PLACED BY PUMPING, TAKE ALL TEST SAMPLES OF

CONCRETE AT THE END OF THE DISCHARGE LINE, EXCEPT IN

ACCORDANCE WITH THE PROVISIONS OF THE FDOT STANDARD

OPERATING PROCEDURES FOR QUALITY CONTROL CONCRETE.

CS-5.7.5 CONSOLIDATION

CONSOLIDATE THE CONCRETE BY CONTINUOUS WORKING WITH A

SUITABLE TOOL IN AN ACCEPTABLE MANNER, OR BY VIBRATING AS SET

FORTH IN CS-13.8.8. WHEN NOT USING VIBRATORS, THOROUGHLY

WORK AND COMPACT ALL THIN-SECTION WORK WITH A STEEL SLICING

ROD. SPADE ALL FACES, AND FLUSH THE MORTAR TO THE SURFACE BY

CONTINUOUS WORKING WITH A CONCRETE SPADING IMPLEMENT.

CS-5.7.6 OBSTRUCTIONS

IN CASES WHERE, BECAUSE OF OBSTRUCTIONS, DIFFICULTY IS

ENCOUNTERED IN PUDDLING THE CONCRETE ADJACENT TO THE

FORMS, BRING THE MORTAR CONTENT OF THE MIX INTO CONTACT

WITH THE INTERIOR SURFACES BY VIBRATING THE FORMS. PRODUCE

THE VIBRATIONS BY STRIKING THE OUTSIDE SURFACES OF THE FORMS

WITH WOODEN MALLETS OR BY OTHER SATISFACTORY MEANS. IN

PLACING CONCRETE AROUND STEEL SHAPES PLACE IT ONLY ON ONE

SIDE OF THE SHAPE UNTIL IT FLUSHES UP OVER THE BOTTOM FLANGE

OF THE SHAPE ON THE OPPOSITE SIDE, AFTER WHICH PLACE IT ON

BOTH SIDES TO COMPLETION. AFTER THE CONCRETE HAS TAKEN ITS

INITIAL SET, EXERCISE CARE TO AVOID JARRING THE FORMS OR

PLACING ANY STRAIN ON THE ENDS OF PROJECTING REINFORCING

BARS.

CS-5.7.7 REQUIREMENTS FOR SUCCESSIVE LAYERS

GENERALLY, PLACE CONCRETE IN CONTINUOUS HORIZONTAL LAYERS,

APPROXIMATELY 12 INCHES THICK. IN ANY GIVEN LAYER, FOLLOW EACH

SEPARATE BATCH WITH THE NEXT SO CLOSELY, PLACE AND

CONSOLIDATE EACH ONE BEFORE THE PRECEDING ONE HAS TAKEN

INITIAL SET, IN ORDER THAT THERE WILL BE NO PLANE OF SEPARATION

BETWEEN THE BATCHES. DO NOT ALLOW THE TIME BEFORE PLACING

THE NEXT SUCCESSIVE LAYER TO EXCEED 20 MINUTES, UNLESS THE

ENGINEER DETERMINES THAT INITIAL SET HAS NOT YET OCCURRED.

GENERALLY, LEAVE EACH LAYER OF CONCRETE UNFINISHED TO

SECURE EFFICIENT BONDING WITH THE OVERLYING LAYER.

CONSOLIDATE A SUCCEEDING LAYER PLACED BEFORE THE

UNDERLYING LAYER HAS BECOME SET IN A MANNER THAT WILL AVOID

COMPLETELY THE TENDENCY TO PRODUCE A CONSTRUCTION JOINT

BETWEEN THE LAYERS. TO AVOID VISIBLE JOINTS AS FAR AS POSSIBLE

ON EXPOSED FACES, FINISH THE TOP SURFACE OF THE CONCRETE

IMMEDIATELY ADJACENT TO THE FORMS OF THE EXPOSED FACE,

SMOOTHING WITH A PLASTER MASON'S TROWEL. FORM, BY INSET

FORM WORK, HORIZONTAL LAYERS SO LOCATED AS TO PRODUCE A

CONSTRUCTION JOINT WHEREIN A "FEATHEREDGE" MIGHT BE

PRODUCED IN THE SUCCEEDING LAYER SUCH THAT THE SUCCEEDING

LAYER WILL END IN A BODY OF CONCRETE NOT LESS THAN 6 INCHES

THICK. CONDUCT THE OPERATION OF DEPOSITING AND

CONSOLIDATING THE CONCRETE SO AS TO FORM A DENSE,

IMPERVIOUS MASS OF UNIFORM TEXTURE WITH SMOOTH FACES ON

EXPOSED SURFACES. REMOVE, DISPOSE OF, AND REPLACE DEFECTIVE

CONCRETE AS DIRECTED BY THE ENGINEER AND AT NO EXPENSE TO

THE OWNER.

CS-5.7.8 VIBRATION OF CONCRETE

CS-5.7.8.1 WHERE REQUIRED: CONSOLIDATE ALL CONCRETE EXCEPT

SEAL, CULVERT FLOORS, STEEL PILE JACKETS, AND CONCRETE FOR

INCIDENTAL CONSTRUCTION BY THE USE OF MECHANICAL VIBRATORS.

CS-5.7.8.2 VIBRATORS: PROVIDE ADEQUATE VIBRATORS ON THE

PROJECT THAT ARE APPROVED BY THE ENGINEER BEFORE BEGINNING

CONCRETE WORK. GENERALLY, PROVIDE VIBRATORS OF THE INTERNAL

TYPE. FOR THIN SECTIONS, WHERE THE FORMS ARE ESPECIALLY

DESIGNED TO RESIST VIBRATION, THE CONTRACTOR MAY USE

EXTERNAL VIBRATORS. USE A VIBRATING FREQUENCY THAT IS NOT

LESS THAN 4500 IMPULSES PER MINUTE AND IS OF SUFFICIENT

INTENSITY AND DURATION TO CAUSE COMPLETE CONSOLIDATION OF

THE CONCRETE. DO NOT CONTINUE VIBRATION UNTIL IT CAUSES

SEGREGATION OF THE MATERIALS. FOR VIBRATING THIN, HEAVY

REINFORCED SECTIONS, USE HEADS OF SUCH SIZE TO SECURE

PROPER VIBRATION OF THE CONCRETE WITHOUT DISTURBANCE OF

EITHER THE REINFORCING STEEL OR THE FORMS.

CS-5.7.8.3 NUMBER OF VIBRATORS REQUIRED: USE A SUFFICIENT

NUMBER OF VIBRATORS TO SECURE THE COMPACTION OF EACH BATCH

BEFORE THE NEXT BATCH IS DELIVERED, WITHOUT DELAYING THE

DELIVERY. IN ORDER TO AVOID DELAYS DUE TO BREAKDOWNS,

PROVIDE AT LEAST ONE STAND-BY VIBRATOR, WITH AN APPROPRIATE

POWER SOURCE.

CS-5.7.8.4 METHOD OF VIBRATION: USE VIBRATORS TO CONSOLIDATE

PROPERLY PLACED CONCRETE. DO NOT USE THEM TO MOVE

CONCRETE ABOUT IN THE FORMS. INSERT THE VIBRATORS IN THE

SURFACE OF CONCRETE AT POINTS SPACED TO ENSURE UNIFORM

VIBRATION OF THE ENTIRE MASS OF THE CONCRETE. INSERT THE

VIBRATOR AT POINTS THAT ARE NO FURTHER APART THAN THE RADIUS

OVER WHICH THE VIBRATOR IS VISIBLY EFFECTIVE. ALLOW THE

VIBRATOR TO SINK INTO THE CONCRETE BY ITS OWN WEIGHT, AND

ALLOW IT TO PENETRATE INTO THE UNDERLYING LAYER SUFFICIENTLY

SO THAT THE TWO LAYERS ARE THOROUGHLY CONSOLIDATED

TOGETHER. AFTER THOROUGHLY CONSOLIDATING THE CONCRETE,

WITHDRAW THE VIBRATOR SLOWLY TO AVOID FORMATION OF HOLES.

CS-5.7.8.5 HAND SPADING: WHEN NECESSARY, IN ORDER TO SECURE

WELL-FILLED FORMS, FREE FROM AGGREGATE POCKETS, HONEYCOMB,

BUBBLES, ETC., SPADE THE CONCRETE BY HAND, ALONG THE

SURFACES OF THE FORMS AND IN ALL CORNERS, FOLLOWING THE

VIBRATION.

CS-5.8 CONSTRUCTION JOINTS

CS-5.8.1 LOCATION

MAKE CONSTRUCTION JOINTS ONLY AT LOCATIONS SHOWN IN THE

CONTRACT PLANS OR IN THE PLACEMENT SCHEDULE, UNLESS

OTHERWISE APPROVED IN WRITING.

CS-5.8.2 PREPARATIONS OF SURFACES

BEFORE DEPOSITING NEW CONCRETE ON OR AGAINST CONCRETE

WHICH HAS HARDENED, RE-TIGHTEN THE FORMS. ROUGHEN THE

SURFACE OF THE HARDENED CONCRETE IN A MANNER THAT WILL NOT

LEAVE LOOSENED PARTICLES, AGGREGATE, OR DAMAGED CONCRETE

AT THE SURFACE. THOROUGHLY CLEAN THE SURFACE OF FOREIGN

MATTER AND LAITANCE, AND SATURATE IT WITH WATER.

CS-5.8.3 PLACING CONCRETE

CONTINUOUSLY PLACE CONCRETE FROM JOINT TO JOINT. CAREFULLY

FINISH THE FACE EDGES OF ALL JOINTS WHICH ARE EXPOSED TO VIEW

TRUE TO LINE AND ELEVATION.

CS-5.9 ANCHOR BOLTS AND DOWELS

SET ANCHOR BOLTS AND DOWELS AS PROVIDED IN FDOT 460-30.

GALVANIZE ALL ANCHOR BOLTS AS SPECIFIED IN FDOT 460-30.

CS-5.9.1 EPOXY BONDING COMPOUNDS

WHERE EPOXY BONDING COMPOUNDS FOR BONDING CONCRETE ARE

SPECIFIED OR REQUIRED, APPLY THE EPOXY BONDING MATERIALS

ONLY TO CLEAN, DRY, STRUCTURALLY SOUND CONCRETE SURFACES.

PROVIDE SURFACE PREPARATION, APPLICATION, AND CURING OF

EPOXY BONDING COMPOUND IN STRICT ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS FOR EACH PARTICULAR

APPLICATION.

CS-5.10 FINISHING CONCRETE

CS-5.10.1 GENERAL SURFACE FINISH (REQUIRED FOR ALL SURFACES)

AFTER PLACING AND CONSOLIDATING THE CONCRETE, STRIKE-OFF ALL

EXPOSED SURFACES TO THE LINES AND GRADES INDICATED IN THE

PLANS IN A MANNER THAT WILL LEAVE A SURFACE OF UNIFORM

TEXTURE FREE OF UNDESIRABLE SURFACE. AFTER REMOVING EXCESS

MORTAR AND CONCRETE AND WHILE THE CONCRETE IS STILL IN A

WORKABLE STATE, CAREFULLY TOOL ALL CONSTRUCTION AND

EXPANSION JOINTS. LEAVE JOINT FILLER EXPOSED FOR ITS FULL

LENGTH WITH CLEAN EDGES. ENSURE THAT FINISHED WORK IN

ADDITION TO THAT SPECIFIED ABOVE IS COMPATIBLE AND

COMPLEMENTARY TO THE CLASS OF SURFACE FINISH REQUIRED.

IMMEDIATELY AFTER REMOVING FORMS FROM ANY EXPOSED

CONCRETE SURFACE, REMOVE ALL FINS AND IRREGULAR

PROJECTIONS FLUSH WITH THE SURFACE. CLEAN, SATURATE WITH

WATER, AND CAREFULLY POINT WITH MORTAR ALL HOLES, MATERIAL

TIE CAVITIES, HONEYCOMB, CHIPS, AND SPALLS.

IN THE EVENT THE CONTRACTOR OBTAINS UNSATISFACTORY

SURFACES, THE CONTRACTOR SHALL REPAIR THEM BY METHODS

APPROVED BY THE COUNTY OR THE ENGINEER WILL REJECT THE

AFFECTED CONCRETE. THE CONTRACTOR SHALL REPAIR ANY

SURFACE OR REMOVE REJECTED CONCRETE AT NO EXPENSE TO THE

COUNTY.

FOR POINTING, USE MORTAR THAT IS A BLENDED MIXTURE OF CEMENT

AND FINE AGGREGATES, FINISHED AND COMPOSED OF MATERIALS

FROM THE SAME SOURCE AS USED IN THE CLASS OF CONCRETE BEING

PLACED. TO PREVENT SHRINKAGE, ALLOW THE MORTAR TO TAKE ITS

INITIAL SET, THEN REWORK AND APPLY IT WITHOUT ADDING WATER.

CAREFULLY ROUGHEN AND CLEAN CAVITIES TO BE FILLED WITH

MORTAR TO PROVIDE A MECHANICAL BOND. EXERCISE CARE DURING

THE ROUGHENING PROCESS TO PREVENT ADDITIONAL DEFACEMENT

AND DAMAGE TO THE FORMED SURFACE.

CS-5.10.2 SURFACE FINISHES

IN ADDITION TO THE GENERAL SURFACE WORK SPECIFIED FOR ALL

EXPOSED CONCRETE SURFACES, THE ENGINEER MAY REQUIRE A

SPECIFIC SURFACE FINISH AS INDICATED ON THE CONTRACT PLANS.

FOR ALL SUCH EXPOSED SURFACES, BEGIN FINISH WORK FOR THE

APPLICABLE CLASS SPECIFIED, ALONG WITH THE GENERAL FINISH

WORK, IMMEDIATELY AFTER REMOVAL OF THE FORMS. IN ORDER TO

FURTHER ENSURE THE REQUIRED QUALITY OF THE FINISH, REMOVE

FORMS NO LATER THAN THE MINIMUM TIME SPECIFIED FOR THE FORMS

TO REMAIN IN PLACE. SATISFACTORILY REPAIR FINISHED CONCRETE

SURFACES WHICH ARE SUBSEQUENTLY DISFIGURED OR DISCOLORED

AT NO EXPENSE TO THE COUNTY.

CS-5.11.1 GENERAL

CS-5.11.1.1 METHODS AND CURING TIME

REMOVE FORMS AFTER CONCRETE HAS OBTAINED 70% OF THE

SPECIFIED 28-DAY STRENGTH OR APPROVAL IS OBTAINED IN WRITING

FROM ENGINEER.

REMOVE FORMS WITH CARE TO PREVENT SCARRING AND DAMAGING

THE CONCRETE SURFACES. THE CONTRACTOR SHALL HAVE ON SITE

SLUMP TESTS PERFORMED AND TEST CYLINDERS TAKEN AND TESTED

BY A TESTING LABORATORY APPROVED BY THE OWNER AND

ENGINEER. NUMBER OF TESTS SHALL BE DETERMINED MUTUALLY BY

THE COUNTY AND CONTRACTOR AND DEPEND UPON THE

PERFORMANCE AND DEMONSTRATION THAT THE CONTRACTOR IS

MEETING THE SPECIFICATIONS FOR COMPRESSIVE STRENGTH OF THE

CONCRETE.

WHEN USING THE PERCENT OF REQUIRED STRENGTH, CAST TEST

CYLINDERS FROM REPRESENTATIVE CONCRETE FOR COMPRESSIVE

STRENGTH DETERMINATION. A MINIMUM OF THREE CYLINDER BREAKS,

ESTABLISHED AT DIFFERENT CURING TIMES AND CONCRETE

STRENGTH, WILL BE USED TO DEVELOP A CURVE RELATING CURING

TIME TO CONCRETE STRENGTH. CURE SUCH TEST CYLINDERS AS

NEARLY AS PRACTICAL IN THE SAME MANNER AS THE CONCRETE IN

THE CORRESPONDING STRUCTURAL COMPONENT, AND TEST THEM IN

ACCORDANCE WITH AASHO T 22 AND AASHTO T 23. PERFORM CASTING,

CURING, AND TESTING AT NO EXPENSE TO THE COUNTY AS A BASIS

FOR FORM REMOVAL. WHEN CONCRETE STRENGTH TESTS INDICATE A

COMPRESSIVE STRENGTH EQUAL TO OR GREATER THAN THE

INDICATED PERCENTAGE OF SPECIFIED STRENGTH, THE CONTRACTOR

MAY REMOVE THE FORMS. THE CONTRACTOR MAY CONTINUE TO USE

CURING PERIODS SO ESTABLISHED SO LONG AS THE AMBIENT

TEMPERATURE IS EQUAL TO OR GREATER THAN THE TEMPERATURE

EXISTING DURING THE CURING OF THE TEST CYLINDERS. WHEN THE

TEMPERATURE FALLS 8° C OR MORE BELOW THE AMBIENT

TEMPERATURE EXISTING DURING THE TEST CYLINDER CURING PERIOD,

REPEAT THE TEST PROCEDURE OUTLINED ABOVE, AND ESTABLISH A

DIFFERENT CURING PERIOD FOR THE DIFFERENT AMBIENT

TEMPERATURE.

Kyle A Kincaid

Digitally signed by Kyle A Kincaid DN: c=US, o=Florida, dnQualifier=A01410D 0000018C3F8D685B00 0C0E63, cn=Kyle A Kincaid Date: 2024.07.11 14:46:05 -04'00'

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CONSTRUCTION SPECIFICATIONS CONTINUED

CS-5.11.1.1 METHODS AND CURING TIME (CONTINUED)

DO NOT REMOVE FORMS AT ANY TIME WITHOUT THE CONSENT OF THE

COUNTY AND ENGINEER. ALTHOUGH THE COUNTY AND ENGINEER WILL

PROVIDE THEIR CONSENT TO REMOVE THE FORMS, THE CONTRACTOR

IS RESPONSIBLE FOR THE WORK.

CS-5.11.1.2 CURING METHODS

THE CONTRACTOR MAY USE CONTINUOUS-MOISTURE CURING, STEAM

CURING, MEMBRANE CURING COMPOUND, OR AN IMPERVIOUS

COVERING FOR ANY CONCRETE PARTS. MIX MEMBRANE CURING

COMPOUND WITH A MECHANICALLY OPERATED MIXER IMMEDIATELY

PRIOR TO EACH USE TO PROVIDE UNIFORM CONSISTENCY. APPLY

CURING COMPOUND IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS, SUBJECT TO THE RATE OF APPLICATION

SPECIFIED HEREIN. IF CURING COMPOUND IS TO BE APPLIED BY

SPRAYING, USE A COMPRESSOR DRIVEN SPRAYER OF SUFFICIENT SIZE

TO PROVIDE UNIFORM SPRAY AT THE NOZZLE. KEEP ALL NOZZLES

CLEAN, AND ENSURE THAT THEY PROVIDE UNIFORM MIST. THE

ENGINEER WILL REQUIRE STANDBY EQUIPMENT IN CASE OF

MECHANICAL FAILURE. THE ENGINEER WILL ALLOW HANDHELD

PUMP-UP SPRAYERS FOR STANDBY EQUIPMENT. HOWEVER, DO NOT

USE THE HANDHELD PUMP-UP SPRAYERS EXCEPT IN CASE OF

MECHANICAL FAILURE OR FOR APPLYING COMPOUND ON CLASS I

CONCRETE (NON-PAVEMENT). IF THE CONTRACTOR FAILS TO COMPLY

WITH THESE REQUIREMENTS, THE ENGINEER WILL SUSPEND FURTHER

CONCRETE PLACEMENTS UNTIL THE CONTRACTOR RE-ESTABLISHES

PROPER CONTROL. APPLY MEMBRANE CURING COMPOUND AT A RATE

OF AT LEAST ONE LITER TO EVERY 15 SQUARE FEET OF EXPOSED

SURFACE TO BE CURED. PROVIDE A MEMBRANE CURING COMPOUND

AND IMPERVIOUS COVERING THAT IS CONTINUOUS, FLEXIBLE, AND

WITHOUT DEFECTS AND THAT RETAINS THE REQUIRED MOISTURE IN

THE CONCRETE.

KEEP COVER MATERIALS USED IN CONTINUOUS MOISTURE CURING

METHODS CONTINUOUSLY WET FOR A PERIOD OF 72 HOURS.

CS-6.0 EPOXY

CS-6.1 GENERAL

THE CONTRACTOR SHALL SECURE DOWELS INTO CONCRETE USING

SIKA EPOXY OR APPROVED EQUIVALENT.

CS-6.2 SURFACE PREPARATION

THE CONTRACTOR SHALL REMOVE LOOSE AND DETERIORATED

MATERIAL. REMOVAL SHALL NOT BE LIMITED TO SPALLS AND PREVIOUS

REPAIRS SURFACES.

SURFACE SHALL BE CLEAN OF PAINT, GREASE, OIL, LAITANCE, AND

OTHER CONTAMINANTS. SHALL BE PREPARED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATION.

CS-6.3 APPLICATION

CONTRACTOR SHALL RINSE WITH FRESH WATER ALL SURFACES OF

CONCRETE, REINFORCING STEEL, AND FORMWORK IMMEDIATELY

PRIOR TO APPLYING EPOXY.

ALL EPOXY PRODUCTS SHALL BE APPLIED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS

CS-6.4 ACCEPTANCE

BASED UPON CONSTRUCTION OBSERVATIONS THE COUNTY RESERVES

THE RIGHT TO REQUIRE THE CONTRACTOR TO PERFORM A PULL-OFF

TENSILE TEST IN ACCORDANCE WITH ACI 503R AT THE CONTRACTOR

EXPENSE. FAILURE OF THE TEST WILL RESULT IN REMOVAL OF ANY

PLACED MATERIAL AT THE CONTRACTORS EXPENSE.

CS-7.0 POLLUTION CONTROL

THE CONTRACTOR SHALL CONTROL AND CONDUCT SUCH OPERATIONS

AND INSTITUTE MAINTENANCE PROCEDURES TO ELIMINATE POLLUTION

OF ADJACENT SURFACE WATERS CAUSED BY EITHER MATERIAL

RUNOFF OR DISCHARGES OF ANY KIND FROM THE CONSTRUCTION

AREA (ROOF DRAINS DISCHARGE EXCEPTED). NO OFF-SITE DISCHARGE

IS ALLOWED. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS

OF CHAPTERS 253 AND 403, FLORIDA STATUTES, REGARDING CONTROL

OF AIR AND WATER POLLUTION AND WITH ALL RULES AND

REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION.

IF NON-COMPLIANCE WITH THE AFOREMENTIONED FEDERAL, STATE OR

LOCAL LAWS OR REGULATIONS OCCURS, THE CONTRACTOR SHALL

IMMEDIATELY INFORM THE CITY AND ENGINEER OF PROPOSED

CORRECTIVE ACTION AND TAKE SUCH ACTION AS MAY BE APPROVED.

IF THE CONTRACTOR FAILS OR REFUSES TO COMPLY PROMPTLY, THE

CITY, THROUGH THE ENGINEER, MAY ISSUE AN ORDER STOPPING ALL

OR PART OF THE WORK UNTIL…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 1, 2025.