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MARCH 2026, BID DOCUMENTS

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PLOT: 3/27/2026 12:30:30 PM

19087.06

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ENGINEERING PLANS

FOR

NORTH COUNTY TRANSFER STATION

ASPHALT ROADWAY AND REPAIRS

NOVEMBER 2025

PREPARED FOR:

SOLID WASTE AUTHORITY OF PALM BEACH COUNTY

PROJECT # 19087.06

DRAWING INDEX

SHEET NO. DESCRIPTION

1 COVER

2 NOTES

3 ENGINEERING PLAN

4 ENGINEERING PLAN

5 PHASING PLAN

6 PHASING PLAN

7 PAVEMENT MARKINGS & SIGNAGE PLAN

8 PAVEMENT MARKINGS & SIGNAGE PLAN

VICINITY MAP

1" = 250'

SECTION 24 TOWNSHIP 41S RANGE 42E

PROJECT

SITE

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E. TARA BAMBER, P.E., PROFESSIONAL ENGINEER LICENSE NO. 69957.

T H I S D O C U M E N T H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D

SEALED BY E. TARA BAMBER, P.E. USING A SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY

E L E C T R O N I C C O P I E S .

BID DOCUMENTS

MARCH 2026

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REVISIONS

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REMARKS

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BY

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DRAWN

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DATE

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JOB NO.

AutoCAD SHX Text COPYRIGHT BY ENGENUITY GROUP, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING ENGENUITY GROUP, INC.

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SHEET NO.

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CHECKED

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PROJECT ENGINEER

AutoCAD SHX Text 1280 N CONGRESS AVE, SUITE 101 WEST PALM BEACH, FLORIDA 33409 PH (561)655-1151 · FAX (561)832-9390 · FAX (561)832-9390 · WWW.ENGENUITYGROUP.COM CERTIFICATE OF AUTHORIZATION #7095

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PROJECT MANAGER

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E. TARA BAMBER, P.E.

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NO. 69957

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MARCH 2026

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CGH

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CGH

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ETB

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ETB

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PLOT: 3/27/2026 12:30:29 PM

19087.06

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GENERAL:

1. WORK INCLUDED:

A. THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERINTENDENCE, QUALITY CONTROL, MATERIALS, PLANT, POWER, LIGHT, HEAT, FUEL, WATER, TOOLS, APPLIANCES, EQUIPMENT, SUPPLIES, AND OTHER MEANS OF CONSTRUCTION NECESSARY AND PROPER FOR PERFORMING AND COMPLETING THE WORK. CONTRACTOR SHALL PERFORM AND COMPLETE THE WORK IN THE MANNER BEST CALCULATED TO PROMOTE SCHEDULED CONSTRUCTION CONSISTENT WITH SAFETY OF LIFE AND PROPERTY AND TO THE SATISFACTION OF THE OWNER, AND IN STRICT ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CLEAN UP THE WORK, MAINTAIN IT DURING CONSTRUCTION, AND PAY ALL COSTS INCIDENTAL THERETO. CONTRACTOR SHALL REPAIR OR RESTORE ALL STRUCTURES AND PROPERTY THAT MAY BE DAMAGED OR DISTURBED DURING PERFORMANCE OF THE WORK.

B. THE COST OF INCIDENTAL WORK DESCRIBED IN THESE GENERAL REQUIREMENTS, FOR WHICH THERE ARE NO SPECIFIC CONTRACT ITEMS, SHALL BE CONSIDERED AS PART OF THE GENERAL COST OF DOING THE WORK AND SHALL BE INCLUDED IN THE PRICES FOR

THE VARIOUS CONTRACT ITEMS. NO ADDITIONAL PAYMENT WILL BE MADE THEREFORE.

C. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUCH MODERN PLANT, TOOLS, AND EQUIPMENT AS MAY BE NECESSARY IN THE OPINION OF THE ENGINEER, TO PERFORM IN A SATISFACTORY AND ACCEPTABLE MANNER ALL THE WORK REQUIRED BY THE CONTRACT. ONLY EQUIPMENT OF ESTABLISHED REPUTATION AND PROVEN EFFICIENCY SHALL BE USED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUACY OF WORKMANSHIP, MATERIALS AND EQUIPMENT, PRIOR APPROVAL OF THE ENGINEER

NOTWITHSTANDING.

D. THE CONTRACTOR SHALL GIVE THE ENGINEER 48 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY

ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK.

2. MOBILIZATION:

A. PERFORM PREPARATORY WORK AND OPERATIONS IN MOBILIZING FOR BEGINNING WORK ON THE PROJECT, INCLUDING, BUT NOT

LIMITED TO, THOSE OPERATIONS NECESSARY FOR THE MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES, AND INCIDENTALS TO THE PROJECT SITE AND FOR THE ESTABLISHMENT OF TEMPORARY OFFICES, BUILDINGS, SAFETY EQUIPMENT AND FIRST AID SUPPLIES, AND OTHER FACILITIES. INCLUDE THE COSTS OF BONDS AND ANY REQUIRED INSURANCE AND ANY OTHER PRE-CONSTRUCTION EXPENSE NECESSARY FOR THE START OF THE WORK, EXCLUDING THE COST OF CONSTRUCTION MATERIALS.

3. MAINTENANCE OF TRAFFIC:

A. PREPARE AND SUBMIT A MAINTENANCE OF TRAFFIC PLAN FOR REVIEW. A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF

FLORIDA OR A PERSON THAT HAS SATISFACTORILY COMPLETED THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION “FLORIDA

ADVANCED WORK ZONE TRAFFIC CONTROL COURSE” SHALL PREPARE THE PLAN.

B. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN TRAFFIC CONTROL THROUGH THE WORK AREA FOR THE DURATION OF CONSTRUCTION. PROVIDE TRAFFIC CONTROL DEVICES THAT ARE ON THE FLORIDA DEPARTMENT OF TRANSPORTATION'S “QUALIFIED

PRODUCT LIST”.

C. TRAFFIC FROM OWNER OPERATIONS SHALL BE MAINTAINED PER CONSTRUCTION PHASING PLAN.

4. PROVISIONS FOR CONTROL OF POLLUTION:

A. SUFFICIENT PRECAUTIONS SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT THE RUN-OFF OF POLLUTING SUBSTANCES SUCH AS SILT, CLAY, FUELS, OILS, BITUMEN'S OR OTHER POLLUTING MATERIALS HARMFUL TO HUMANS, FISH, OR OTHER LIFE, INTO THE SUPPLIES AND SURFACE WATERS OF THE STATE OF FLORIDA. CONTROL MEASURES MUST BE ADEQUATE TO ASSURE THAT TURBIDITY IN THE RECEIVING WATER WILL NOT BE INCREASED MORE THAN 29 NEPHELOMETRIC TURBIDITY UNITS (NTU) ABOVE BACKGROUND UNLESS OTHERWISE PERMITTED. SPECIAL PRECAUTIONS SHALL BE TAKEN IN THE USE OF CONSTRUCTION EQUIPMENT TO PREVENT OPERATIONS WHICH PROMOTE EROSION. EROSION EVIDENT WITHIN THE LIMITS OF CONSTRUCTION OR OTHER AREAS AFFECTED BY

THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

B. FILL OUT A NOTICE OF INTENT FORM (FDEP FORM 62-621.300(4)(B) AND SUBMIT IT TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL

PROTECTION.

5. SHOP DRAWINGS, PRODUCT DATA AND SAMPLES:

A. SUBMIT COPIES OF ALL REQUIRED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES FOR ENGINEER'S REVIEW.

B. THE REVIEW AND APPROVAL OF SHOP DRAWINGS, SAMPLES OR PRODUCT DATA BY THE ENGINEER SHALL NOT RELIEVE THE

CONTRACTOR FROM HIS/HER RESPONSIBILITY WITH REGARD TO THE FULFILLMENT OF THE TERMS OF THE CONTRACT DOCUMENTS.

ALL RISKS OF ERROR AND OMISSION ARE ASSUMED BY THE CONTRACTOR AND THE ENGINEER WILL HAVE NO RESPONSIBILITY

THEREFORE.

6. CONSTRUCTION STAKING AND RECORD DRAWINGS:

A. THE BASELINES AND BENCHMARKS FOR PRIMARY CONTROL, NECESSARY TO ESTABLISH LINES AND GRADES NEEDED FOR

CONSTRUCTION ARE SHOWN ON THE DRAWINGS. THESE BASELINES AND BENCHMARKS SHALL BE USED AS THE ORIGIN OF ALL SURVEYS, LAYOUTS AND MEASUREMENTS TO ESTABLISH CONSTRUCTION LINES AND GRADES. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT THE LOSS OR DAMAGE OF PRIMARY CONTROL POINTS. ANY STAKES AND/OR CONTROL POINTS LOST OR DAMAGED BY CONSTRUCTION ACTIVITY WILL BE RE-ESTABLISHED BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO

OWNER.

B. RECORD DRAWING AS REQUESTED:

· HORIZONTAL CONTROL OF CURBS BASED ON STATIONING/COORDINATE/DIMENSIONING

7. PROTECTION/ADJUSTMENT OF UTILITIES:

A. UTILITY INSTALLATIONS AND STRUCTURES SHALL BE UNDERSTOOD TO INCLUDE ALL POLES, TRACKS, PIPES, WIRES, CONDUITS, SERVICE CONNECTIONS, VAULTS, MANHOLES AND ALL OTHER APPURTENANCES AND FACILITIES PERTAINING THERETO WHETHER OWNED OR CONTROLLED BY THE OWNER, OTHER GOVERNMENTAL BODIES OR PRIVATELY OWNED BY INDIVIDUALS, FIRMS OR CORPORATIONS, USED TO SERVE THE PUBLIC WITH TRANSPORTATION, TRAFFIC CONTROL, GAS, ELECTRICITY, TELEPHONE, SEWERAGE, DRAINAGE, WATER OR OTHER PUBLIC OR PRIVATE PROPERTY WHICH MAY BE AFFECTED BY THE WORK.

B. CONTRACTOR SHALL PROTECT ALL UTILITY INSTALLATIONS AND STRUCTURES FROM DAMAGE DURING WORK. ACCESS ACROSS ANY BURIED PUBLIC UTILITY INSTALLATION OR STRUCTURE SHALL BE MADE ONLY IN SUCH LOCATIONS AND BY MEANS APPROVED BY THE UTILITY OWNER. THE CONTRACTOR SHALL SO ARRANGE OPERATIONS AS TO AVOID ANY DAMAGE TO THESE FACILITIES. ALL REQUIRED PROTECTIVE DEVICES AND CONSTRUCTION SHALL BE PROVIDED BY THE CONTRACTOR. ALL EXISTING PUBLIC UTILITIES DAMAGED BY

THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR.

C. PUBLIC UTILITY INSTALLATIONS OR STRUCTURES OWNED OR CONTROLLED BY THE OWNER OR OTHER GOVERNMENTAL BODY, WHICH ARE SHOWN ON THE DRAWINGS TO BE REMOVED, RELOCATED, REPLACED OR REBUILT BY THE CONTRACTOR SHALL BE INCLUDED IN THE PRICES BID FOR THE VARIOUS CONTRACT ITEMS. NO SEPARATE PAYMENTS SHALL BE MADE THEREFORE.

D. WHERE PUBLIC UTILITY INSTALLATIONS OR STRUCTURES OWNED OR CONTROLLED BY THE OWNER OR OTHER GOVERNMENTAL BODY ARE ENCOUNTERED DURING THE COURSE OF THE WORK, AND ARE NOT INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS, AND WHEN IN THE OPINION OF THE ENGINEER, REMOVAL, RELOCATION, REPLACEMENT OR REBUILDING IS NECESSARY TO COMPLETE THE WORK UNDER THIS CONTRACT, SUCH WORK SHALL BE ACCOMPLISHED BY THE UTILITY HAVING JURISDICTION, OR SUCH WORK MAY BE ORDERED, IN WRITING BY THE ENGINEER, FOR THE CONTRACTOR TO ACCOMPLISH. IF SUCH WORK IS ACCOMPLISHED BY THE UTILITY HAVING JURISDICTION IT WILL BE CARRIED OUT EXPEDITIOUSLY AND THE CONTRACTOR SHALL GIVE FULL COOPERATION TO PERMIT THE UTILITY TO COMPLETE THE REMOVAL, RELOCATION, REPLACEMENT OR REBUILDING AS REQUIRED. IF SUCH WORK IS ACCOMPLISHED BY THE CONTRACTOR, IT WILL BE IN ACCORDANCE WITH THE GENERAL AND SUPPLEMENTARY CONDITIONS.

E. CONTRACTOR SHALL GIVE WRITTEN NOTICE TO OWNER AND GOVERNMENTAL UTILITY DEPARTMENTS AND OTHER OWNERS OF PUBLIC UTILITIES OF THE LOCATION OF THE PROPOSED CONSTRUCTION OPERATIONS, AT LEAST SEVENTY-TWO (72) HOURS IN ADVANCE OF

BREAKING GROUND IN ANY AREA OR ON ANY UNIT OF THE WORK.

F. THE MAINTENANCE, REPAIR, REMOVAL, RELOCATION OR REBUILDING OF PUBLIC UTILITY INSTALLATIONS AND STRUCTURES, WHEN ACCOMPLISHED BY THE CONTRACTOR AS HEREIN PROVIDED, SHALL BE DONE BY METHODS APPROVED BY THE UTILITY OWNER.

8. FIELD OBSERVATIONS AND TESTING:

A. FIELD OBSERVATIONS WILL BE PERFORMED BY ENGINEER AND ALL FIELD TESTING OF MATERIALS WILL BE PERFORMED BY AN

INDEPENDENT TESTING LABORATORY. THE COST OF PASSING TESTS WILL BE PAID BY OWNER. FAILING TESTS SHALL BE PAID BY THE

CONTRACTOR.

B. FOR TESTS SPECIFIED TO BE MADE BY THE CONTRACTOR (FOR EQUIPMENT/MATERIAL PRIOR TO DELIVERY TO THE PROJECT SITE), THE TESTING PERSONNEL SHALL MAKE THE NECESSARY INSPECTIONS AND TESTS AND THE REPORTS THEREOF SHALL BE IN SUCH FORM AS WILL FACILITATE CHECKING TO DETERMINE COMPLIANCE WITH THE CONTRACT DOCUMENTS. COPIES OF THE REPORTS SHALL BE SUBMITTED AND AUTHORITATIVE CERTIFICATION THEREOF MUST BE FURNISHED TO THE ENGINEER AS A PREREQUISITE

FOR THE ACCEPTANCE OF ANY MATERIAL OR EQUIPMENT.

C. IF, IN THE MAKING OF ANY TEST OF ANY MATERIAL, IT IS ASCERTAINED BY THE ENGINEER THAT THE MATERIAL DOES NOT COMPLY WITH THE CONTRACT, THE CONTRACTOR WILL BE NOTIFIED THEREOF AND WILL BE DIRECTED TO REFRAIN FROM DELIVERING SAID MATERIAL, OR TO REMOVE IT PROMPTLY FROM THE SITE OR FROM THE WORK AND REPLACE IT WITH ACCEPTABLE MATERIAL, WITHOUT ADDITIONAL COST TO THE OWNER.

D. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE PROPER OPERATION OF MATERIAL DURING TESTS AND CONSTRUCTION PERIODS AND SHALL NEITHER HAVE NOR MAKE ANY CLAIM FOR DAMAGE THAT MAY OCCUR TO MATERIAL PRIOR TO THE TIME WHEN

THE OWNER FORMALLY TAKES OVER THE OPERATION THEREOF.

E. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING FIELD TESTING.

F. SUBGRADE COMPACTION SHALL BE CHECKED AT 30 FOOT INTERVALS.

G. FOR CURB AND SIDEWALK CHECK CONCRETE SLUMP AND OBTAIN A SET OF TEST CYLINDERS EVERY 70 FEET.

H. BASE ROCK - ANALYZE MATERIAL WHEN IT IS DELIVERED TO THE SITE FOR COMPLIANCE WITH THE SPECIFICATIONS. CHECK

COMPACTION AT 30 FOOT INTERVALS BUT ALTERNATE LEFT SIDE TO RIGHT SIDE.

I. ASPHALT - VERIFY ASPHALT TEMPERATURE AT ARRIVAL TO SITE TO VERIFY COMPLIANCE WITH MIX DESIGN SHOWN ON SPECIFICATION

THIS SHEET.

J. ALL DENSITY TESTS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER, LICENSED IN THE

STATE OF FLORIDA. ADDITIONAL TESTING OR MONITORING WHICH WILL BE REQUESTED BY FDOT FOR ASPHALT DEVELOPMENTAL

SPECIFICATION.

K. ALL TESTS AND LOCATIONS ARE SUBJECT TO REVIEW BY REPRESENTATIVES OF OUR OFFICE AND ADDITIONAL TESTS MAY BE REQUIRED BASED ON FIELD OBSERVATIONS OF CONSTRUCTION TECHNIQUES OR MATERIALS USED ON SITE.

L. ADDITIONAL TESTING OR MONITORING WHICH WILL BE REQUESTED BY FDOT ASPHALT DEVELOPMENT SPECIFICATIONS.

9. CLEANING:

A. DURING CONSTRUCTION OF THE WORK, THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE SITE OF THE WORK AND ADJACENT PREMISES AS FREE FROM MATERIAL, DEBRIS AND RUBBISH AS IS PRACTICABLE AND SHALL REMOVE THE SAME FROM ANY PORTION OF THE SITE IF, IN THE OPINION OF THE ENGINEER, SUCH MATERIAL, DEBRIS, OR RUBBISH CONSTITUTES A NUISANCE OR IS

OBJECTIONABLE.

B. AT THE CONCLUSION OF THE WORK, ALL TOOLS, TEMPORARY STRUCTURES AND MATERIALS BELONGING TO THE CONTRACTOR SHALL BE PROMPTLY TAKEN AWAY AND CONTRACTOR SHALL REMOVE AND PROMPTLY DISPOSE OF ALL RUBBISH OR ANY OTHER FOREIGN MATERIALS. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL MATERIAL INSTALLED AND SHALL DELIVER SUCH MATERIALS

UNDAMAGED IN A CLEAN AND NEW CONDITION.

POLLUTION PREVENTION NOTES:

A POLLUTION PREVENTION PLAN MUST BE APPROVED BY ENGINEER AND BE FILED WITH THE APPROPRIATE GOVERNING AGENCIES.

1. THE FOLLOWING ARE TO BE COMPLETED PRIOR TO CONSTRUCTION:

A. INSTALLATION OF FILTER FABRIC OR EQUIVALENT IN ALL STORM COLLECTION STRUCTURES THAT MAY RECEIVE RUNOFF FROM THE

CONSTRUCTION SITE.

2. THE FOLLOWING PROCEDURES ARE TO BE IMPLEMENTED DURING CONSTRUCTION:

A. EVERY WEEK THE CONSTRUCTION MANAGER IS TO INSPECT THE FOLLOWING POLLUTION PREVENTION FACILITIES TO INSURE THAT THEY ARE IN PLACE AND WORKING PROPERLY. IF THEY ARE FOUND NOT TO BE WORKING PROPERLY THE CONSTRUCTION MANAGER

WILL TAKE CORRECTIVE ACTION WITHIN FORTY-EIGHT (48) HOURS:

· MAINTENANCE OF OPERATING CONDITION OF THE TWO FOOT (2') HIGH EROSION FENCE.

· INSPECTION OF ALL INLETS WHERE FILTER FABRIC OR ITS EQUIVALENT HAS BEEN PLACED IN THE STRUCTURE. CLEAN AND REMOVE

SEDIMENTS AND TRASH AS NEEDED.

· INSPECTION MUST BE MADE FOLLOWING ALL 1" RAINFALL EVENTS

B. THERE WILL BE NO MAINTENANCE OF VEHICLES PERFORMED ON-SITE. THERE WILL BE NO DISPENSING OR DISPOSAL OF MOTOR OIL, HYDRAULIC FLUID OR FUEL OIL ON-SITE.

C. WITHIN 7 CALENDAR DAYS UPON COMPLETION OF ALL CONSTRUCTION ACTIVITIES, CONTRACTOR IS TO INSPECT AND CLEAN OUT ALL

CATCH BASINS AND INLETS, RELIEVING RUNOFF FROM THE SITE.

D. IF MODIFICATIONS ARE MADE TO THE POLLUTION PREVENTION PLAN THEY MUST BE SUBMITTED IN WRITING.

PAVING:

1. DELIVER A REPRESENTATIVE LOAD OF THE ROCK MATERIAL TO THE SITE FOR A TESTING LABORATORY TO SAMPLE.

ALLOW SUFFICIENT TIME FOR TEST LABORATORY TO ANALYZE BEFORE COMMENCING PLACEMENT ON THE ROAD.

TESTING LABORATORY WILL DETERMINE LAB DENSITY PER AASHTO T180 AND THE LIMEROCK BEARING RATIO.

2. ROCK BASE: MINIMUM LIMEROCK BEARING RATIO OF 100. AT LEAST 97 PERCENT OF THE MATERIAL SHALL PASS A 3-1/2 INCH SIEVE AND THE MATERIAL SHALL BE GRADED UNIFORMLY DOWN TO DUST. ALL CRUSHING OR BREAKING-UP WHICH MIGHT BE NECESSARY IN ORDER TO MEET SUCH SIZE REQUIREMENT SHALL BE DONE BEFORE THE MATERIAL IS PLACED ON THE ROAD. MATERIAL SHALL NOT CONTAIN CHERTY OR OTHER EXTREMELY HARD PIECES, OR LUMPS, BALLS OR POCKETS OF SAND OR CLAY SIZE MATERIAL IN SUFFICIENT QUANTITY AS TO BE DETRIMENTAL TO THE PROPER BONDING, FINISHING, OR STRENGTH OF THE ROCK BASE.

3. COMPACT SUBGRADE TO AT LEAST 98 PERCENT OF THE MAXIMUM DENSITY DETERMINED BY ASTM D1557 (AASHTO T180).

4. CONTRACTOR SHALL PREFORM SUBGRADE COMPACTION TESTING AT A MINIMUM OF 5 LOCATIONS, AS DETERMINED BY

CLIENT/ENGINEER.

5. VERIFY SUBGRADE IS READY TO RECEIVE BASE MATERIAL.

6. SPREAD THE ROCK UNIFORMLY. REMOVE ALL SEGREGATED AREAS OF FINE OR COARSE ROCK AND REPLACE THEM WITH

PROPERLY GRADED ROCK.

7. AFTER SPREADING OF THE BASE IS COMPLETED, THE ENTIRE SURFACE SHALL BE SCARIFIED AND SHAPED SO AS TO

PRODUCE THE EXACT GRADE AND CROSS SECTION AFTER COMPACTION. FOR DOUBLE COURSE BASE, THIS SCARIFYING SHALL EXTEND TO A DEPTH SUFFICIENT TO PENETRATE SLIGHTLY THE SURFACE OF THE FIRST COURSE.

8. WHEN THE SPECIFIED THICKNESS OF THE ROCK BASE IS GREATER THAN 6 INCHES, CONSTRUCT THE BASE IN MULTIPLE

COURSES OF EQUAL THICKNESS. INDIVIDUAL COURSES SHALL NOT BE LESS THAN 3 INCHES.

9. WHEN THE MATERIAL DOES NOT HAVE THE PROPER MOISTURE CONTENT TO INSURE THE REQUIRED DENSITY, WETTING OR DRYING WILL BE REQUIRED. IF THE MATERIAL IS DEFICIENT IN MOISTURE, WATER WILL BE ADDED AND UNIFORMLY MIXED IN BY DISKING THE BASE COURSE TO ITS FULL DEPTH. IF THE MATERIAL CONTAINS AN EXCESS OF MOISTURE, IT SHALL BE ALLOWED TO DRY BEFORE BEING COMPACTED. WETTING OR DRYING OPERATIONS SHALL INVOLVE MANIPULATION OF THE ENTIRE WIDTH AND DEPTH OF THE BASE AS A UNIT. AS SOON AS PROPER CONDITIONS OF MOISTURE ARE ATTAINED, THE MATERIAL SHALL BE COMPACTED TO AN AVERAGE DENSITY NOT LESS THAN

NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DENSITY DETERMINED BY AASHTO T-180.

10. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, THE SURFACE SHALL BE “HARD-PLANED” WITH A BLADE GRADER IMMEDIATELY PRIOR TO THE APPLICATION OF THE PRIME COAT TO REMOVE THE THIN GLAZE OR CEMENTED SURFACE AND TO ALLOW FREE PENETRATION OF THE PRIME MATERIAL. THE MATERIALS PLANED FROM THE BASE SHALL BE

REMOVED FROM THE BASE AREA.

11. IF AT ANY TIME, THE SUBGRADE MATERIAL BECOMES MIXED WITH THE BASE COURSE MATERIAL, DIG OUT AND REMOVE THE MIXTURE, AND RESHAPE AND COMPACT THE SUBGRADE. THEN REPLACE THE MATERIALS REMOVED WITH CLEAN BASE MATERIAL, AND SHAPE AND COMPACT. PERFORM THIS WORK AT NO ADDITIONAL EXPENSE TO THE OWNER.

12. IN THE PRESENCE OF THE ENGINEER, CHECK THE FINISHED SURFACE OF THE BASE COURSE WITH A TEMPLATE CUT TO THE REQUIRED CROWN AND WITH A 15-FOOT STRAIGHTEDGE LAID PARALLEL TO THE CENTERLINE OF THE ROAD.

CORRECT ALL IRREGULARITIES GREATER THAN ¼ INCH TO THE SATISFACTION OF THE ENGINEER BY SCARIFYING AND

REMOVING OR ADDING ROCK AS REQUIRED, AND RECOMPACT THE ENTIRE AREA.

13. IF AT ANY TIME THE SUBGRADE MATERIAL SHOULD BECOME MIXED WITH THE BASE COURSE MATERIAL, THE CONTRACTOR SHALL, WITHOUT ADDITIONAL COMPENSATION, DIG OUT AND REMOVE THE MIXTURE, RESHAPE AND COMPACT THE SUBGRADE AND REPLACE THE MATERIALS REMOVED WITH CLEAN BASE MATERIAL, WHICH SHALL BE

SHAPED AND COMPACTED AS SPECIFIED ABOVE.

14. IF CRACKS OR CHECKS APPEAR IN THE BASE, EITHER BEFORE OR AFTER PRIMING, WHICH IN THE OPINION OF THE ENGINEER WOULD IMPAIR THE STRUCTURAL EFFICIENCY OF THE BASE COURSE, THE CONTRACTOR SHALL REMOVE SUCH CRACKS OR CHECKS BY RESCARIFYING, RESHAPING, ADDING BASE MATERIAL WHERE NECESSARY AND

RECOMPACTING.

15. ASPHALT MIX DESIGN SPECIFIED IN SWA SP12.5 ASPHALT PAVING.

16. PRIMER: PROVIDE CUTBACK ASPHALT, RC-70 OR RC-250 COMPLYING WITH FDOT SPECIFICATION 916-3.

17. TACK COAT: RA-500 MEETING THE REQUIREMENTS OF FDOT SPECIFICATION 916-2.

A. ASPHALT CONCRETE: ASPHALTIC CONCRETE SURFACE COURSE SHALL BE COMPOSED OF A MIXTURE OF AGGREGATE, MINERAL FILLER, IF NEEDED, AND ASPHALT CEMENT. THE CONSTITUENTS OF THE MIXTURE SHALL BE COMBINED IN SUCH PROPORTIONS AS TO PRODUCE A MIXTURE HAVING A STABILITY WITHIN THE LIMITS IN THE FDOT "STANDARD SPECIFICATIONS". THE JOB MIX FORMULA, SIZE AND PERCENT OF AGGREGATES SHALL BE AS SPECIFIED IN THE FDOT "STANDARD SPECIFICATIONS". THE THICKNESS OF THE SURFACE COURSE SHALL BE AS

SHOWN ON THE DETAILED DRAWINGS.

17. ASPHALT CONCRETE: MEETS THE REQUIREMENTS OF SECTION 334 OF THE FDOT SPECIFICATIONS.

18. SPREAD THE ASPHALT MIXTURE ONLY WHEN THE SURFACE UPON WHICH IT IS TO BE LAID HAS BEEN PREVIOUSLY

PREPARED, IS INTACT, FIRM, AND PROPERLY CURED, AND IS DRY.

19. VERIFY GRADIENTS AND ELEVATIONS OF BASE ARE CORRECT.

20. DO NOT BEGIN PAVING INSTALLATION WITHOUT ENGINEER ACCEPTANCE OF THE SUBSTRATE.

21. SPREAD THE ASPHALT MIXTURE ONLY WHEN THE AIR TEMPERATURE IN THE SHADE AND AWAY FROM THE ARTIFICIAL

HEAT IS AT LEAST 40°F FOR LAYERS GREATER THAN 1-INCH IN THICKNESS AND AT LEAST 45°F FOR LAYERS 1-INCH OR

LESS IN THICKNESS.

22. CLEAN THE SURFACE OF THE BASE OR PAVEMENT TO BE COVERED OF ALL LOOSE AND DELETERIOUS MATERIAL BY THE

USE OF POWER BROOMS OR BLOWERS, SUPPLEMENTED BY HAND BROOMING WHERE NECESSARY.

23. WHERE AN ASPHALT MIX IS TO BE PLACED ON AN EXISTING PAVEMENT OR OLD BASE WHICH IS IRREGULAR, FILL ALL DEPRESSIONS IN THE EXISTING SURFACE MORE THAN 1 INCH DEEP BY SPOT PATCHING WITH A LEVELING COURSE MIXTURE, AND THEN COMPACT THEM THOROUGHLY. FILL CRACKS LARGER THAN ¼ INCH IN WIDTH WITH A SLURRY

MIXTURE OF SAND AND EMULSION.

24. PRIMER:

A. APPLY PRIMER OVER SUBSTRATE AT A UNIFORM RATE OF NOT LESS THAN 0.15 GALLON/SQUARE YARD FOR

SHELLROCK BASES AND NOT LESS THAN 0.10 GALLON/SQUARE YARD FOR LIMEROCK BASES.

B. APPLY TO CONTACT SURFACES OF CURBS, GUTTERS, AND OTHER CEMENT SURFACES.

C. USE CLEAN SAND TO BLOT EXCESS PRIMER.

26. TACK COAT:

A. APPLY TACK COAT ON EXISTING PAVEMENTS THAT ARE TO BE OVERLAID.

B. APPLY TACK COAT IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS AND FDOT SPECIFICATIONS, SECTION 300-8.

C. COAT SURFACES OF MANHOLES, CATCH BASINS, AND STEEL FRAMES WITH OIL TO PREVENT BOND WITH ASPHALT

PAVING. DO NOT TACK COAT THESE SURFACES.

D. APPLY TACK COAT AT THE RATE OF APPLICATION BETWEEN 0.02 TO 0.08 GALLONS PER SQUARE YARD.

27. MAINTAIN THE TEMPERATURE OF THE MIX AT THE TIME OF SPREADING WITHIN ±25°F OF THE ESTABLISHED MIX TEMPERATURE. ENGINEER WILL TAKE MIX TEMPERATURES AT AN AVERAGE FREQUENCY OF ONE PER FIVE TRUCKS. IF THE TEMPERATURE FAILS TO FALL WITHIN THE SPECIFIED TOLERANCE RANGE, TAKE CORRECTIVE ACTION.

28. IMMEDIATELY CEASE TRANSPORTATION OF ASPHALT MIXTURES FROM THE PLANT WHEN RAIN BEGINS AT THE ROADWAY.

DO NOT PLACE ASPHALT MIXTURES WHILE RAIN IS FALLING, OR WHEN THERE IS WATER ON THE SURFACE TO BE

COVERED.

29. BEFORE STARTING ANY ROLLING, CHECK THE SURFACE; CORRECT ANY IRREGULARITIES; REMOVE ALL DRIPPINGS, FAT SANDY ACCUMULATIONS FROM THE SCREED, AND FAT SPOTS FROM ANY SOURCE AND REPLACE THEM WITH SATISFACTORY MATERIAL. WHEN CORRECTING A DEPRESSION WHILE THE MIXTURE IS HOT, SCARIFY THE SURFACE AND

ADD FRESH MIXTURE.

30. COMPACT MIXTURE IN ACCORDANCE WITH PARAGRAPH 330-10 OF THE FDOT SPECIFICATIONS.

31. OBTAIN A SMOOTH SURFACE ON ALL PAVEMENT COURSES PLACED AND THEN STRAIGHTEDGE ALL INTERMEDIATE AND

FINAL COURSES WITH A 15-FOOT ROLLING STRAIGHTEDGE. FURNISH A 15-FOOT STRAIGHTEDGE AND MAKE IT AVAILABLE AT THE JOB SITE AT ALL TIMES DURING THE PAVING OPERATION FOR CHECKING JOINTS AND SURFACE IRREGULARITIES.

32. PRODUCE A FINISHED SURFACE OF UNIFORM TEXTURE AND COMPACTION WITH NO PULLED, TORN, OR LOOSENED

PORTIONS AND FREE OF SEGREGATION, AND STREAKS, SAND SPOTS, OR RIPPLES.

33. UPON COMPLETION OF FINAL SURFACE COURSE ENGINEER WILL TEST FINISHED SURFACE WITH A 15- FOOT ROLLING STRAIGHTEDGE. CORRECT ALL DEFICIENCIES IN EXCESS OF 3/16-INCH IN ACCORDANCE WITH PARAGRAPH 330-12 OF THE

FDOT SPECIFICATIONS.

34. ENGINEER MAY DETERMINE PAVEMENT THICKNESS FROM THE DEPTH OF CORE BORINGS. THE MAXIMUM ALLOWABLE DEFICIENCY IN THICKNESS FOR PAVEMENT OF A SPECIFIED THICKNESS OF 2½ INCHES OR MORE IS ½ INCH. FOR

PAVEMENT OF A SPECIFIED THICKNESS OF LESS THAN 2½ INCHES IS ¼ INCH.

35. IMMEDIATELY AFTER PLACEMENT, PROTECT PAVEMENT FROM MECHANICAL INJURY FOR AS LONG AS REQUIRED UNTIL

ACCEPTED BY ENGINEER.

BID DOCUMENTS

MARCH 2026

PAVEMENT MARKING GENERAL NOTES:

1. PAVEMENT MARKING:

A. DO NOT APPLY MARKINGS WITHIN 5 DAYS OF PAVEMENT PLACEMENT WITH THE EXCEPTION OF FRICTION COURSE

WHICH IS 30 DAYS.

B. PRIOR TO APPLYING PAVEMENT MARKINGS, REMOVE ANY MATERIAL THAT WOULD ADVERSELY AFFECT THE BOND.

C. DO NOT APPLY WHEN WINDS ARE SUFFICIENT TO CAUSE SPRAY DUST.

D. PRIOR TO APPLICATION OF THERMOPLASTIC MATERIAL TO PORTLAND CEMENT CONCRETE SURFACES, APPLY A

TWO-PART EPOXY PRIMER SEALER RECOMMENDED BY THE MANUFACTURER.

E. ESTABLISH TACK POINTS AT APPROPRIATE INTERVALS FOR USE IN ALIGNING MARKINGS.

F. APPLY ONLY DURING DAYLIGHT HOURS AND, AS FAR AS PRACTICAL, SHALL BE TERMINATED IN TIME TO PERMIT

SUFFICIENT DRYING BY SUNSET.

G. THE SURFACE WHICH IS TO BE PAINTED SHALL BE CLEANED, BY COMPRESSED AIR OR OTHER EFFECTIVE MEANS, IMMEDIATELY BEFORE THE START OF PAINTING AND SHALL BE CLEAN AND DRY WHEN THE PAINT IS APPLIED. ANY VEGETATION OR LOOSE SOIL SHALL BE REMOVED FROM THE PAVEMENT BEFORE STRIPING BEGINS.

H. THOROUGHLY MIX PAINT BEFORE POURING INTO THE PAINTING MACHINE. NO THINNING OF THE PAINT IN THE MACHINE WILL BE ALLOWED AT ANY TIME. BEFORE THE START OF EACH DAY'S WORK THE PAINT CONTAINER, THE CONNECTIONS, AND THE SPRAY NOZZLES ON THE MACHINE SHALL BE THOROUGHLY CLEANED WITH PAINT THINNER

OR OTHER SUITABLE CLEANER.

2. APPLICATION - THERMOPLASTIC:

A. APPLY THERMOPLASTIC TO THE PAVEMENT BY EXTRUSION.

B. EDGES OF MARKINGS ARE TO BE WELL DEFINED.

C. THICKNESS TO BE AT LEAST 90 MILS.

D. APPLY REFLECTIVE GLASS SPHERES IMMEDIATELY BEHIND THE STRIPING MECHANISM.

3. APPLICATION - REFLECTIVE PAINT:

A. APPLY PAINT TO THE PAVEMENT BY SPRAY.

B. EDGES OF MARKINGS ARE TO BE WELL DEFINED.

C. APPLY PAINT TO ATTAIN A MINIMUM WET FILM THICKNESS OF 15 MILS.

D. APPLY SPHERES IMMEDIATELY AND UNIFORMLY FOLLOWING THE PAINT APPLICATION.

4. APPLICATION - REFLECTIVE PAVEMENT MARKERS:

A. SET REFLECTIVE PAVEMENT MARKERS 1 INCH TO THE LEFT OR RIGHT OF THE LINE.

B. APPLY THE ADHESIVE TO THE BONDING SURFACE (NOT THE MARKER) SO THAT 100 PERCENT OF THE BONDING AREA

OF THE MARKER WILL BE COVERED.

C. APPLY SUFFICIENT ADHESIVE TO ENSURE THAT THE MARKER IS PRESSED DOWN INTO THE ADHESIVE AND ADHESIVE

WILL BE FORCED AROUND THE PERIMETER OF THE MARKER.

D. IMMEDIATELY REMOVE EXCESS ADHESIVE FROM THE BONDING SURFACE AND THE EXTERNAL SURFACE OF THE

MARKER.

5. PROTECTION:

A. DO NOT ALLOW TRAFFIC ONTO NEWLY PAINTED TRAFFIC STRIPES AND MARKINGS UNTIL THEY ARE SUFFICIENTLY DRY

TO PERMIT VEHICLES TO CROSS THEM WITHOUT DAMAGE.

B. WARNING SIGNS SHALL BE SET UP BEFORE THE BEGINNING OF EACH OPERATION AND EXTRA SIGNS SHALL BE KEPT WELL AHEAD OF THE APPLICATION EQUIPMENT. THE EQUIPMENT SHALL BE SO OPERATED THAT TRAFFIC MAY PASS SAFELY. WARNING SIGNS ARE TO BE PLACED ONLY WHERE OPERATIONS ARE IN PROGRESS AND ARE TO BE

RELOCATED AS OFTEN AS IS NECESSARY.

C. ERECT ADEQUATE WARNING SIGNS, AND TAKE NECESSARY PRECAUTIONS FOR THE PROTECTION OF THE WET PAVEMENT MARKINGS AND THE SAFETY OF THE PUBLIC. CONES, RUBBER “Z” GUARDS, OR SIMILAR PROTECTIVE DEVICES, SHALL BE PLACED ALONG THE NEWLY-PAINTED STRIPE TO PREVENT TRAFFIC FROM CROSSING THE WET PAINT. ANY SUCH DEVICES USED SHALL BE OF A TYPE THAT WILL NOT CAUSE DAMAGE TO VEHICULAR TRAFFIC IN THE

EVENT THAT THESE OBJECTS ARE ACCIDENTALLY PASSED OVER.

D. ANY PORTIONS OF THE PAVEMENT MARKINGS DAMAGED BY PASSING TRAFFIC OR FROM ANY OTHER CAUSE SHALL BE

REWORKED AT NO ADDITIONAL COST TO THE OWNER.

E. IF MORE THAN 2 PERCENT OF THE REFLECTIVE PAVEMENT MARKERS FAIL IN ADHESION OR ALIGNMENT WITHIN THE 45 DAYS UNDER TRAFFIC, REPLACE ALL FAILED MARKERS AT NO ADDITIONAL COST TO THE OWNER.

6. CORRECTIVE MEASURES:

A. PAVEMENT MARKINGS WHICH FAIL TO MEET THE GUIDELINES, INCLUDING THE PERMISSIBLE TOLERANCES AND THE APPEARANCE REQUIREMENTS, ARE MARRED OR DAMAGED BY TRAFFIC OR FROM ANY OTHER CAUSE SHALL BE CORRECTED AT NO ADDITIONAL COST TO OWNER. DRIPS AND SPATTERED PAINT SHALL BE REMOVED. WHENEVER IT IS NECESSARY TO REMOVE PAINT IT SHALL BE DONE BY MEANS WHICH WILL NOT DAMAGE THE UNDERLYING SURFACE OF THE PAVEMENT. WHEN NECESSARY TO CORRECT A DEVIATION WHICH EXCEEDS THE PERMISSIBLE TOLERANCE IN ALIGNMENT, THAT PORTION OF THE STRIP AFFECTED SHALL BE REMOVED AND REPAINTED IN

ACCORDANCE WITH THESE GUIDELINES.

B. MISALIGNMENT, DEFECTIVE SURFACES, AND THE LIKE, SHALL BE CORRECTED BY SANDBLASTING OR BY ANY OTHER TYPE OF MECHANICAL DEVICE WHICH WILL EFFECTIVELY REMOVE THE PAINT WITHOUT DAMAGE TO THE PAVEMENT

SURFACE.

7. DIMENSION AND ALIGNMENT TOLERANCE:

A. NO MARKING SHALL BE LESS THAN THE INDICATED WIDTH. NO MARKING SHALL EXCEED THE INDICATED WIDTH BY

MORE THAN ½ INCH.

B. CORRECTIONS OF VARIATION IN THE WIDTH OF, AND THE ALIGNMENT OF STRIPS SHALL NOT BE MADE ABRUPTLY BUT THE STRIPES SHOULD BE RETURNED TO THE DESIGN WIDTH AT THE RATE OF AT LEAST 10 FEET FOR EACH ½ INCH OF

CORRECTION.

C. WHERE A STRIPE DEVIATES FROM THE CORRECT ALIGNMENT, AS INDICATED BY THE STRING LINE, BY MORE THAN ONE INCH IN ANY 20 FOOT LENGTH, IT SHALL BE OBLITERATED AND THE STRIPE CORRECTED.

E. TARA BAMBER, P.E., PROFESSIONAL ENGINEER LICENSE NO. 69957.

T H I S D O C U M E N T H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D

SEALED BY E. TARA BAMBER, P.E. USING A SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY

E L E C T R O N I C C O P I E S .

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AutoCAD SHX Text COPYRIGHT BY ENGENUITY GROUP, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING ENGENUITY GROUP, INC.

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PROJECT ENGINEER

AutoCAD SHX Text 1280 N CONGRESS AVE, SUITE 101 WEST PALM BEACH, FLORIDA 33409 PH (561)655-1151 · FAX (561)832-9390 · FAX (561)832-9390 · WWW.ENGENUITYGROUP.COM CERTIFICATE OF AUTHORIZATION #7095

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PROJECT MANAGER

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E. TARA BAMBER, P.E.

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NO. 69957

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MARCH 2026

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CGH

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CGH

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ETB

EXISTING GUARDRAIL

EXISTING FENCE

EXISTING CONCRETE WALL

PROPERTY LINE (TYP.)

PROPERTY LINE (TYP.)

SPEED BUMP TO

BE REPLACED (TYP)

DO NOT ENTER SIGN (TYP)CONSTRUCTION FENCE TO BE

REMOVED AND REPLACED

GEOPAVE AGGREGATE

POROUS PAVEMENT

COVERED PARKING AREA

6''x12'' HEADER CURB 6''x12'' HEADER CURBREPLACE

TYPE 'D' CURB

SCALE: 1" =

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30'

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EXISTING CONCRETE

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BID DOCUMENTS

MARCH 2026

EXISTING GRADE (NAVD)XX.XX

MILLING & RESTORATION

PROPOSED FULL PAVEMENT

SECTION RESTORATION

E. TARA BAMBER, P.E., PROFESSIONAL ENGINEER LICENSE NO. 69957.

T H I S D O C U M E N T H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D

SEALED BY E. TARA BAMBER, P.E. USING A SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY

E L E C T R O N I C C O P I E S .

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PAVEMENT

NOTES:

1. USE ROOT BARRIERS WHERE NEEDED IN PARKING LOT.

2. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL, OR BETTER, CONDITION.

3. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY PERFORMED BY ENGENUITY GROUP, INC., DATED MAY 23, 2025. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND

REFERENCE THE FOLLOWING BENCHMARK:

NAME: PATTON, STAMPED: PATTON, ELEVATION 12.746' (NAVD 88)

CONVERSION OF DATUM : NGVD 29 -1.519' = NAVD 88

4. UNDERGROUND UTILITIES WERE NOT SEARCHED FOR BY ENGENUITY GROUP, INC. CONTRACTOR TO LOCATE EXISTING UTILITY CONNECTIONS AND PROTECT THROUGHOUT DEMOLITION AND CONSTRUCTION UNLESS

OTHERWISE NOTED.

5. CONTRACTOR IS RESPONSIBLE OF BECOMING FULLY INFORMED AS TO EXISTING CONDITIONS AT THE SITE.

NEITHER THE OWNER NOR THE ARCHITECT/ENGINEER (A/E) MAKES ANY REPRESENTATION WARRANTY AS TO SITE CONDITIONS. CONTRACTOR TO PROVIDE THE NECESSARY LABOR, MATERIAL, SCAFFOLDING &

EQUIPMENT REQUIRED TO COMPLETE THE WORK AS DESCRIBED IN THE DRAWINGS.

6. MATERIALS, EQUIPMENT, AND RUBBISH, EXCEPT FOR ITEMS TO BE REUSED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE

CODES.

7. CONTRACTOR TO CALL SUNSHINE 811 AND GET A DESIGN TICKET BEFORE COMMENCING ANY WORK.

8. ASPHALT PAVEMENT REPAIR EXTENTS/DIMENSIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR TO

LOCATE, VERIFY, AND FIELD ADJUST PAVEMENT REPAIR AREA AS NECESSARY TO ELIMINATE PROBLEMATIC

PONDING AND/OR DAMAGED ASPHALT AREAS.

9. EXISTING WHEELSTOPS SHALL BE REMOVED, STORED ON SITE, AND REINSTALLED AFTER COMPLETION OF

ASPHALT PAVING WORK. IF DAMAGED, WHEELSTOPS SHALL BE REPLACED.

10. CONTRACTOR TO COORDINATE IRRIGATION AND LANDSCAPING IMPACTS WITH OWNER.

11. KEEP EXISTING PARKING LOT AND ROAD PROFILE FOR PROPER DRAINAGE.

NOTES:

PAVEMENT MIX DESIGN SHALL USE J.W. CHEATMAN LLC APHALT MIX DESIGN -

SWA SP-12.5 MIX WITH S1B ASH SUBSTITUTION. MIX SPECIFICATIONS TO BE

PROVIDED.

NOTES:

1. CURBS SHALL INCLUDE CONCRETE MIX DESIGN

INCLUDED IN DIVISION 3 - CONCRETE IN

SPECIFICATIONS PROVIDED WITH BID

DOCUMENTS.

2. CONCRETE MINIMUM COMPRESSIVE STRENGTH

OF 3000 PSI AT 28 DAYS

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AutoCAD SHX Text COPYRIGHT BY ENGENUITY GROUP, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING ENGENUITY GROUP, INC.

AutoCAD SHX Text

SHEET NO.

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CHECKED

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PROJECT ENGINEER

AutoCAD SHX Text 1280 N CONGRESS AVE, SUITE 101 WEST PALM BEACH, FLORIDA 33409 PH (561)655-1151 · FAX (561)832-9390 · FAX (561)832-9390 · WWW.ENGENUITYGROUP.COM CERTIFICATE OF AUTHORIZATION #7095

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PROJECT MANAGER

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E. TARA BAMBER, P.E.

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NO. 69957

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MARCH 2026

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CGH

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CGH

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ETB

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ETB

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FULL ASPHALT PAVEMENT SECTION

AutoCAD SHX Text 8" LIMEROCK BASE (MIN LBR. OF 100) (COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY DETERMINED BY AASHTO T-180)

AutoCAD SHX Text 12" STABILIZED SUBGRADE (MIN. LBR 40) (COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY DETERMINED BY AASHTO T-180)

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2" TYPE SWA SP-12.5 ASPHALT MIX (1 LIFT) *SEE NOTES

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NO. 4 BAR

6"x12" HEADER CURB

EXISTING FENCE

EXISTING FENCE

EXISTING GUARDRAIL

EXISTING CONCRETE WALL

PROPERTY LINE (TYP.)

PROPERTY LINE (TYP.)

SPEED BUMP TO

BE REPLACED (TYP)

SEE DETAIL PG 3

EXISTING GATE

4' WIDE SPEED BUMP (TYP)

4' WIDE SPEED BUMP (TYP)

4' WIDE SPEED BUMP (TYP)

SCALE: 1" =

GRAPHIC SCALE

30'

30 45 60

R

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Call before you dig.

MARCH 2026, BID DOCUMENTS

E. TARA BAMBER, P.E., PROFESSIONAL ENGINEER LICENSE NO. 69957.

T H I S D O C U M E N T H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D

SEALED BY E. TARA BAMBER, P.E. USING A SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY

E L E C T R O N I C C O P I E S .

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BID DOCUMENTS

MARCH 2026

XX.XX

PROPOSED FULL PAVEMENT

PROPOSED 2" ASPHALT

EXISTING CONCRETE

(NOT IN SCOPE OF WORK)

EXISTING GRADE (NAVD)

MILLING & RESTORATION

M

AT

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L

IN

E (S

EE

S

H

EE

T 3)

SECTION RESTORATION

NOTES:

1. USE ROOT BARRIERS WHERE NEEDED IN PARKING LOT.

2. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL, OR BETTER, CONDITION.

3. BOUNDARY, TOPOGRAPHIC, AND TREE SURVEY PERFORMED BY ENGENUITY GROUP, INC., DATED MAY 23, 2025. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ADN

REFERENCE THE FOLLOWING BENCHMARK:

NAME: PATTON, STAMPED: PATTON, ELEVATION 12.746' (NAVD 88)

CONVERSION OF DATUM : NGVD 29 -1.519' = NAVD 88

4. UNDERGROUND UTILITIES WERE NOT SEARCHED FOR BY ENGENUITY GROUP, INC. CONTRACTOR TO LOCATE EXISTING UTILITY CONNECTIONS AND PROTECT THROUGHOUT DEMOLITION AND CONSTRUCTION UNLESS

OTHERWISE NOTED.

5. CONTRACTOR IS RESPONSIBLE OF BECOMING FULLY INFORMED AS TO EXISTING CONDITIONS AT THE SITE.

NEITHER THE OWNER NOR THE ARCHITECT/ENGINEER (A/E) MAKES ANY REPRESENTATION WARRANTY AS TO SITE CONDITIONS. CONTRACTOR TO PROVIDE THE NECESSARY LABOR, MATERIAL, SCAFFOLDING &

EQUIPMENT REQUIRED TO COMPLETE THE WORK AS DESCRIBED IN THE DRAWINGS.

6. MATERIALS, EQUIPMENT, AND RUBBISH, EXCEPT FOR ITEMS TO BE REUSED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE

CODES.

7. CONTRACTOR TO CALL SUNSHINE 811 AND GET A DESIGN TICKET BEFORE COMMENCING ANY WORK.

8. ASPHALT PAVEMENT REPAIR EXTENTS/DIMENSIONS SHOWN ON PLANS ARE APPROXIMATE. CONTRACTOR TO

LOCATE, VERIFY, AND FIELD ADJUST PAVEMENT REPAIR AREA AS NECESSARY TO ELIMINATE PROBLEMATIC

PONDING AND/OR DAMAGED ASPHALT AREAS.

9. EXISTING WHEELSTOPS SHALL BE REMOVED, STORED ON SITE, AND REINSTALLED AFTER COMPLETION OF

ASPHALT PAVING WORK. IF DAMAGED, WHEELSTOPS SHALL BE REPLACED.

10. CONTRACTOR TO COORDINATE IRRIGATION AND LANDSCAPING IMPACTS WITH OWNER.

11. KEEP EXISTING PARKING LOT AND ROAD PROFILE FOR PROPER DRAINAGE.

NOTES:

PAVEMENT MIX DESIGN SHALL USE J.W. CHEATMAN LLC APHALT MIX

DESIGN - SWA SP-12.5 MIX WITH S1B ASH SUBSTITUTION. MIX

SPECIFICATIONS TO BE PROVIDED.

NOTES:

PAVEMENT MIX DESIGN SHALL USE J.W. CHEATMAN LLC APHALT MIX DESIGN -

SWA SP-12.5 MIX WITH S1B ASH SUBSTITUTION. MIX SPECIFICATIONS TO BE

PROVIDED.

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AutoCAD SHX Text COPYRIGHT BY ENGENUITY GROUP, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING ENGENUITY GROUP, INC.

AutoCAD SHX Text

SHEET NO.

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PROJECT ENGINEER

AutoCAD SHX Text 1280 N CONGRESS AVE, SUITE 101 WEST PALM BEACH, FLORIDA 33409 PH (561)655-1151 · FAX (561)832-9390 · FAX (561)832-9390 · WWW.ENGENUITYGROUP.COM CERTIFICATE OF AUTHORIZATION #7095

AutoCAD SHX Text

PROJECT MANAGER

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E. TARA BAMBER, P.E.

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NO. 69957

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MARCH 2026

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CGH

AutoCAD SHX Text

CGH

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ETB

AutoCAD SHX Text

ETB

AutoCAD SHX Text

FULL ASPHALT PAVEMENT SECTION

AutoCAD SHX Text 8" LIMEROCK BASE (MIN LBR. OF 100) (COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY DETERMINED BY AASHTO T-180)

AutoCAD SHX Text 12" STABILIZED SUBGRADE (MIN. LBR 40) (COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY DETERMINED BY AASHTO T-180)

AutoCAD SHX Text

2" TYPE SWA SP-12.5 ASPHALT MIX (1 LIFT) *SEE NOTES

AutoCAD SHX Text

ASPHALT & MILLING PAVEMENT SECTION

AutoCAD SHX Text

EXISTING BASE

2" TYPE SWA SP-12.5 ASPHALT MIX (1 LIFT) *SEE NOTES

PROPERTY LINE (TYP.)

SCALE: 1" =

GRAPHIC SCALE

30'

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PHASE 1

LEGEND

PHASE 2

BID DOCUMENTS

MARCH 2026

PHASE 3

E. TARA BAMBER, P.E., PROFESSIONAL ENGINEER LICENSE NO. 69957.

T H I S D O C U M E N T H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D

SEALED BY E. TARA BAMBER, P.E. USING A SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY

E L E C T R O N I C C O P I E S .

M

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T 6)

GENERAL:

1. THE FACILITY IS FULLY OPERATIONAL AND WILL REMAIN THAT WAY DURING

REGULAR OPENING HOURS.

2. ALL WORK SHOULD BE EXECUTED WITH MINIMAL DISRUPTION TO NORMAL

OPERATIONS.

3. AREAS OUTLINED AS PHASE THREE, WILL BE DONE OUTSIDE OF THE FACILITY

OPERATIONAL OPENING HOURS (I.E. NIGHTS, WEEKENDS, ETC.)

4. A VIDEO OF THE EXISTING CONDITION OF THE FACILITY IS TO BE TAKEN BY

THE CONTRACTOR AND SIGNED OFF BY THE OWNER BEFORE ANY WORK

COMMENCES.

5. PHASING PLAN MAY REQUIRE ADJUSTMENTS DURING CONSTRUCTION BASED

ON MATERIAL AVAILABILITY.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

BY

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text COPYRIGHT BY ENGENUITY GROUP, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING ENGENUITY GROUP, INC.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text 1280 N CONGRESS AVE, SUITE 101 WEST PALM BEACH, FLORIDA 33409 PH (561)655-1151 · FAX (561)832-9390 · FAX (561)832-9390 · WWW.ENGENUITYGROUP.COM CERTIFICATE OF AUTHORIZATION #7095

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

AutoCAD SHX Text

E. TARA BAMBER, P.E.

AutoCAD SHX Text

NO. 69957

AutoCAD SHX Text

MARCH 2026

AutoCAD SHX Text

CGH

AutoCAD SHX Text

CGH

AutoCAD SHX Text

ETB

SCALE: 1" =

GRAPHIC SCALE

30'

30 45 60

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PHASE 1

LEGEND

PHASE 2

BID DOCUMENTS

MARCH 2026

PHASE 3

E. TARA BAMBER, P.E., PROFESSIONAL ENGINEER LICENSE NO. 69957.

T H I S D O C U M E N T H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D

SEALED BY E. TARA BAMBER, P.E. USING A SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY

E L E C T R O N I C C O P I E S .

M

AT

C H

L

IN

E (S

EE

S

H

EE

T 5)

GENERAL:

1. THE FACILITY IS FULLY OPERATIONAL AND WILL REMAIN THAT WAY

DURING REGULAR OPENING HOURS.

2. ALL WORK SHOULD BE EXECUTED WITH MINIMAL DISRUPTION TO

NORMAL OPERATIONS.

3. AREAS OUTLINED AS PHASE THREE, WILL BE DONE OUTSIDE OF THE

FACILITY OPERATIONAL OPENING HOURS (I.E. NIGHTS, WEEKENDS,

ETC.)

4. A VIDEO OF THE EXISTING CONDITION OF THE FACILITY IS TO BE TAKEN

BY THE CONTRACTOR AND SIGNED OFF BY THE OWNER BEFORE ANY

WORK COMMENCES.

5. PHASING PLAN MAY REQUIRE ADJUSTMENTS DURING CONSTRUCTION

BASED ON MATERIAL AVAILABILITY.

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

BY

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text COPYRIGHT BY ENGENUITY GROUP, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING ENGENUITY GROUP, INC.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text 1280 N CONGRESS AVE, SUITE 101 WEST PALM BEACH, FLORIDA 33409 PH (561)655-1151 · FAX (561)832-9390 · FAX (561)832-9390 · WWW.ENGENUITYGROUP.COM CERTIFICATE OF AUTHORIZATION #7095

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

AutoCAD SHX Text

E. TARA BAMBER, P.E.

AutoCAD SHX Text

NO. 69957

AutoCAD SHX Text

MARCH 2026

AutoCAD SHX Text

CGH

AutoCAD SHX Text

CGH

AutoCAD SHX Text

ETB

EXISTING ADA SIGN

EXISTING ADA SIGN

6" WHITE STRIPING (TYP)

PROPERTY LINE (TYP.)

PROPERTY LINE (TYP.)

6" BLUE STRIPING (TYP)6" WHITE STRIPING (TYP)

6" WHITE STRIPING (TYP)

6" WHITE STRIPING (TYP)

6" WHITE STRIPING (TYP)

BLUE HANDICAP PARKING

STALL PAINTING

WHEEL STOP (TYP)

WHEEL STOP (TYP)

EXISTING DO NOT

ENTER SIGN

TRAFFIC FLOW ARROW (TYP)

6" YELLOW DASHED STRIPING (TYP)

24" STOP BAR (TYP)

6" YELLOW DOUBLE

STRIPING (TYP)

SCALE: 1" =

GRAPHIC SCALE

30'

30 45 60

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Call before you dig.

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BID DOCUMENTS

MARCH 2026

E. TARA BAMBER, P.E., PROFESSIONAL ENGINEER LICENSE NO. 69957.

T H I S D O C U M E N T H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D

SEALED BY E. TARA BAMBER, P.E. USING A SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY

E L E C T R O N I C C O P I E S .

M

AT

C H

L

IN

E (S

EE

S

H

EE

T 8)

NOTES:

1. ALL EXISTING SIGNS SHALL BE USED UNLESS OTHERWISE NOTED OR

INSTRUCTED BY SOLID WASTE AUTHORITY (SWA).

2. STOP BARS SHALL INCLUDE TEMPORARY AND PERMANENT THERMOPLASTIC

STRIPING.

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

BY

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JOB NO.

AutoCAD SHX Text COPYRIGHT BY ENGENUITY GROUP, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING ENGENUITY GROUP, INC.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

PROJECT ENGINEER

AutoCAD SHX Text 1280 N CONGRESS AVE, SUITE 101 WEST PALM BEACH, FLORIDA 33409 PH (561)655-1151 · FAX (561)832-9390 · FAX (561)832-9390 · WWW.ENGENUITYGROUP.COM CERTIFICATE OF AUTHORIZATION #7095

AutoCAD SHX Text

PROJECT MANAGER

AutoCAD SHX Text

AutoCAD SHX Text

E. TARA BAMBER, P.E.

AutoCAD SHX Text

NO. 69957

AutoCAD SHX Text

MARCH 2026

AutoCAD SHX Text

CGH

AutoCAD SHX Text

CGH

AutoCAD SHX Text

ETB

AutoCAD SHX Text

ETB

AutoCAD SHX Text 18'

AutoCAD SHX Text 2'

AutoCAD SHX Text 6"

AutoCAD SHX Text

OTHERWISE ON PLAN

AutoCAD SHX Text

UNLESS NOTED

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EDGE OF

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PAVEMENT

AutoCAD SHX Text

6" WHITE

AutoCAD SHX Text

6" WHITE

AutoCAD SHX Text 9'

AutoCAD SHX Text 9'

AutoCAD SHX Text 5'

AutoCAD SHX Text 12'

AutoCAD SHX Text 2"

AutoCAD SHX Text 60°

AutoCAD SHX Text 2"

AutoCAD SHX Text 3-6"

AutoCAD SHX Text

6" WHITE

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DISABLED

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PARKING SIGN

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PRECAST CONCRETE

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BUMPER GUARD (TYP.)

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6" BLUE

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ACCESSIBILITY

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SYMBOL

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6" WHITE

AutoCAD SHX Text

PARKING SPACE MARKINGS

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%%USIDE VIEW

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%%UTOP VIEW

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AutoCAD SHX Text

AutoCAD SHX Text

24 LONG IN TURFSTONE

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PARKING AREAS

AutoCAD SHX Text 2"

AutoCAD SHX Text 6'

AutoCAD SHX Text 3"

AutoCAD SHX Text

LONG REINFORCEMENT

AutoCAD SHX Text 5"

AutoCAD SHX Text

3000 PSI CONCRETE

AutoCAD SHX Text

3/4" DIA. HOLE

AutoCAD SHX Text

2-#4 BARS 18 LONG

AutoCAD SHX Text

COUNTERSUNK

AutoCAD SHX Text 7"

AutoCAD SHX Text 1"

AutoCAD SHX Text

#5 BAR

AutoCAD SHX Text 1'

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%UCONCRETE WHEEL STOP

AutoCAD SHX Text 2"

1'

M

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G E

12" YELLOW STRIPING (TYP)

6" WHITE STRIPING (TYP)

PROPERTY LINE (TYP.)

PROPERTY LINE (TYP.)

EXISTING ADA SIGN

6" BLUE STRIPING (TYP)

6" YELLOW DOUBLE

STRIPING (TYP)

24" STOP BAR (TYP)

TRAFFIC FLOW ARROW (TYP)

TRAFFIC FLOW ARROW (TYP)

24" STOP BAR (TYP)

6" WHITE STRIPING (TYP)

WHEEL STOP (TYP)

24" STOP BAR (TYP)

"MERGE" IN WHITE PAINT

REPLACE EXISTING WHITE STRIPING

6" YELLOW DOUBLE

STRIPING (TYP)

STOP SIGN

SCALE: 1" =

GRAPHIC SCALE

30'

30 45 60

R

Know what'sbelow.

Call before you dig.

J:

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R 2\

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BID DOCUMENTS

MARCH 2026

E. TARA BAMBER, P.E., PROFESSIONAL ENGINEER LICENSE NO. 69957.

T H I S D O C U M E N T H A S B E E N E L E C T R O N I C A L L Y S I G N E D A N D

SEALED BY E. TARA BAMBER, P.E. USING A SHA-1 AUTHENTICATION CODE.

PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND

SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE VERIFIED ON ANY

E L E C T R O N I C C O P I E S .

M

AT

C H

L

IN

E (S

EE

S

H

EE

T 7)

NOTES:

1. ALL EXISTING SIGNS SHALL BE USED UNLESS OTHERWISE NOTED OR

INSTRUCTED BY SOLID WASTE AUTHORITY (SWA).

2. STOP BARS SHALL INCLUDE TEMPORARY AND PERMANENT THERMOPLASTIC

STRIPING.

AutoCAD SHX Text W

AutoCAD SHX Text

ICV

AutoCAD SHX Text

ICV

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

UNK

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UNK

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REVISIONS

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NO.

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DATE

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REM…