Alternate Bid plans.pdf

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PROJECT START

MILLING AND RESURFACING OF DADE BOULEVARD

MIAMI BEACH, FLORIDA

JUNE 2025

1 12

LOCATION MAP

PUBLIC WORKS DEPARTMENT

CITY OF MIAMI BEACH

Work Order _______ Sheet ___ of ___ Drawing

File Path:J:\M20501\Civil\DWG\_Current_Plan_Set\Working\COVER.dwg

G-0

COMMISSIONERS:

CITY ATTORNEY:

CITY MANAGER:

MAYOR:

INTERIM PUBLIC WORKS DIRECTION:

ERIC CARPENTER

DEPUTY CITY MANAGER:

ENGINEER OF RECORD:

RICARDO J. DOPICO

NATASHA COLEBROOK-WILLIAMS

DAVID SUAREZ

JOSEPH MAGAZINE

TANYA K. BHATT

ALEX J. FERNANDEZ

LAURA DOMINGUEZ

KRISTEN GONZALEZ

STEVEN MEINER

BRADFORD KAINE

KYLE BECHTELHEIMER, P.E.

P.E. LIC. #86673

1992 SW 1st. Street Miami, FL 33135 Ph: 305.274.4805

PROJECT END

CITY CLERK: RAFAEL E. GRANADO INDEX OF DRAWINGS

SHEET DRAWING DESCRIPTION

G-0 G-1 G-2

G-4 C-1 C-2 C-3 C-4 C-5 C-6 C-7

COVER SHEET

GENERAL NOTES

GENERAL NOTES

KEY MAP

ROADWAY PLAN

ROADWAY PLAN

GENERAL DETAILS

GENERAL DETAILS

ROADWAY PLAN

ROADWAY PLAN

ROADWAY PLAN

G-3 GENERAL NOTES

INTERIM CITY ENGINEER: JAY FINK

AutoCAD SHX Text

MIAMI BEACH

AutoCAD SHX Text

LOCATION OF PROJECT

GENERAL NOTES

of

Work Order:Page:

File Path:

Field Book:

Drawing:Sheet:Date:

File Name:

J:\M20501\Civil\DWG\_Current_Plan_Set\Working

Survey Reference:

APP'D. BY

REVISIONDATENO.

CITY MANAGER:

CIP DIRECTOR:

DEPUTY CITY MANAGER:

ERIC T. CARPENTER, P.E.

NATASHA COLEBROOK-WILLIAMS

DAVID GOMEZ

ENGINEER OF RECORD:

DESIGN ENGINEER:

DRAWN BY:

SCALE:

CHECKER:

ENGINEER OF RECORD:

PUBLIC WORKS DEPARTMENT

1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139

NOTES:

P.E. SEAL:

Sheet:Date:

A.M.

J.C.

K.B.

MILLING AND RESURFACING OF DADE BLVD.

SEE SHEET

MIAMI BEACH, FL

PROJECT NAME:

PROJECT LOCATION:

SHEET TITLE:

K.B.

KYLE BECHTELHEIMER

P. E. LICENSE #: 86673 6/11/2025

N/A N/A N/A

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1992 SW 1st. Street Miami, FL 33135 Ph: 305.274.4805

1. ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2. CONTRACTOR MUST CALL CITY OF MIAMI BEACH, PUBLIC WORKS DEPARTMENT TO OBTAIN A RIGHT OF

WAY PERMIT AND ARRANGE A PRE-CONSTRUCTION MEETING 48 HOURS PRIOR TO START OF

CONSTRUCTION.

3. ALL MATERIALS AND CONSTRUCTION UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND THE CITY OF MIAMI BEACH PUBLIC WORKS

MANUAL.

4. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON SITE.

THE PLANS ARE TO BE MADE AVAILABLE TO THE ENGINEERING INSPECTOR OF THE CITY OF MIAMI

BEACH OR HIS DESIGNEE UPON REQUEST.

5. NO DEVIATION FROM APPROVED PLANS SHALL BE PERMITTED WITHOUT THE WRITTEN CONSENT OF

THE CITY OF MIAMI BEACH DEPARTMENT OF PUBLIC WORKS OR ENGINEER OF RECORD.

6. ELEVATIONS REFER TO NAVD 88, BASED ON THE FOLLOWING CITY OF MIAMI BEACH BENCHMARK:

NO. 128

ELEVATION: 2.70 (NAVD 88)

NAME: CMB DB 04 R LOCATED AT THE INTERSECTION OF DADE BOULEVARD AND N. MICHIGAN AVE. PK

NORTH AND WEST IN TRAFFIC SEPARATOR.

7. EXISTING BENCHMARKS LOCATED WITHIN THE LIMITS OF CONSTRUCTION SHALL NOT BE DISTURBED. IN

THE EVENT THAT THE BENCHMARKS ARE DISTURBED OR DESTROYED, THEY SHALL BE REPLACED

UPON COMPLETION OF THE PROJECT.

8. THE CONTRACTOR SHALL PROVIDE ACCESS AND ASSISTANCE TO CITY OF MIAMI BEACH INSPECTORS, ENGINEER OF RECORD, OR HIS DESIGNEE TO MAKE INSPECTIONS AS NECESSARY DURING

CONSTRUCTION.

9. ENGINEERING PERSONNEL WILL INSPECT ALL FACILITIES IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. ALL PERMITTING REQUIREMENTS SHALL BE IN STRICT ACCORDANCE WITH THE

REQUIREMENTS OF THE AGENCIES HAVING JURISDICTION.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING NECESSARY MEASURES TO PROTECT THE

HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE.

11. INFORMATION SHOWN ON THE DRAWINGS AS TO THEIR LOCATION AND CHARACTER HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER; THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. THE ENGINEER IS NOT LIABLE FOR ANY UTILITY CONFLICTS AND

UNKNOWNS THAT ARE DISCOVERED DURING CONSTRUCTION.

12. THE CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE CALL OF FLORIDA, INC. DBA SUNSHINE 811

TWO (2) BUSINESS DAYS PRIOR TO ANY EXCAVATION TO DETERMINE UNDERGROUND UTILITY

LOCATIONS AND THE LOCATIONS OF RECENT ADDITIONS TO THE SYSTEMS NOT SHOWN.

13. EXTREME CAUTION SHALL BE EXERCISED BY THE CONTRACTOR TO ELIMINATE ANY POSSIBILITY OF DAMAGE TO UTILITIES DURING CONSTRUCTION. THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THE APPROVED PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. THE

CONTRACTOR SHALL NOTIFY THE CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT OF ANY

DISCREPANCY OR VARIATION FROM THE APPROVED DRAWINGS OR POTENTIAL CONFLICT THAT MIGHT OCCUR SO THE ENGINEER OF RECORD OR HIS DESIGNEE SHALL MAKE THE APPROPRIATE DESIGN

CHANGES.

14. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES THROUGHOUT THE DURATION OF

CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES AND PROVIDE

PROTECTION FROM DAMAGE, DISRUPTION OF SERVICE, OR DESTRUCTION.

15. ANY DAMAGED PUBLIC OR PRIVATE PROPERTY BY THE CONTRACTOR SHALL BE RESTORED TO

PRE-EXISTING CONDITIONS OR BETTER AT NO EXPENSE TO THE OWNER OR THE CITY.

16. ALL EXISTING GRASSED AREAS DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES SHALL BE

SODDED COMPLETELY TO RESTORE TO PRE-EXISTING CONDITIONS OR BETTER AND SHALL BE

APPROVED BY THE CONSTRUCTION MANAGER AT NO ADDITIONAL COST TO THE OWNER OR THE CITY.

17. WHERE PAVEMENT DEMOLITION IS REQUIRED, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION TO PROTECT AND PREVENT DAMAGE TO ADJACENT STRUCTURES AND PAVEMENTS TO REMAIN. LIMITS OF PAVEMENT DEMOLITION SHALL BE PERFORMED IN A NEAT, STRAIGHT LINE BY SAW CUTTING.

18. ALL EXISTING UTILITIES, MANHOLE COVERS, ELECTRICAL BOXES, VALVE BOXES, METER BOXES, DRAINAGE STRUCTURES, ETC. WITHIN PROPOSED AREAS OF IMPROVEMENTS SHALL BE ADJUSTED TO

GRADE ELEVATION, UNLESS OTHERWISE NOTED.

19. CONTRACTOR SHALL REPLACE ALL UTILITY BOXES/COVERS DAMAGED DURING CONSTRUCTION.

CONTRACTOR SHALL NOTE THE CONDITION OF WATER METER BOXES BEFORE STARTING WORK.

CONTRACTOR SHALL CONTACT THE CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT TO INSPECT

METERS AND BOXES AHEAD OF CONSTRUCTION TO DETERMINE WHETHER REPLACEMENT IS

NECESSARY. ALL WATER METER BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH

CITY ISSUED WATER METER BOXES AND PAID FOR BY CONTRACTOR.

20. CONTRACTOR SHALL USE AN APPROVED STREET SWEEPER AND WATER TRUCK OR OTHER APPROVED

EQUIPMENT CAPABLE OF CONTROLLING AND REMOVING DUST.

21. CONTRACTOR SHALL PROTECT MATERIALS AND EQUIPMENT ON SITE FROM WEATHER, DUST, AND DEBRIS AT ALL TIMES, AND AVOID THE CREATION OF NUISANCE OR HAZARD IN THE SURROUNDING

AREA.

22. ALL CONSTRUCTION DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE AT THE CONTRACTOR'S

EXPENSE.

23. ADJUSTMENT AND CLEANING: CLEAN DEBRIS FROM AREAS OF DEMOLITION LEAVING AREA SUITABLE

FOR WORK.

24. MATERIALS RESULTING FROM DEMOLITION WORK SHALL BECOME THE PROPERTY OF THE

CONTRACTOR. REMOVE FROM SITE AND DISPOSE OF THESE MATERIALS IN A MANNER AND LOCATION

APPROVED BY CITY AND MIAMI-DADE COUNTY REGULATIONS.

25. ALL DEFECTIVE WORK NOT ACCEPTED BY THE CITY OF MIAMI BEACH OR BY ANY GOVERNMENT PERMITTING AGENCY SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S

EXPENSE.

26. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL REQUIRED

CLOSEOUT DOCUMENTATION HAS BEEN SUBMITTED AS REQUIRED BY THE CONTRACT DOCUMENTS

AND CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT. AS PART OF CLOSEOUT, AS-BUILT DRAWINGS IN ACCORDANCE WITH CITY OF MIAMI BEACH PUBLIC WORKS MANUAL SECTION 8 SHALL BE PROVIDED.

29. ERECTION OR INSTALLATION OF APPROPRIATE SAFETY AND WARNING DEVICES SHALL BE REQUIRED DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC DURING CONSTRUCTION

IN ACCORDANCE WITH ALL CITY, COUNTY, AND STATE, REQUIREMENTS.

30. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH CURRENT FDOT STANDARD INDEXES (600 SERIES), THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS," AND ALL OTHER CITY, COUNTY, AND STATE REQUIREMENTS.

31. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TURBIDITY BARRIER AT ALL OUTFALLS SUBJECT TO POTENTIAL DISCHARGE DURING CONSTRUCTION. SEE FDOT INDEX No 104. CONTRACTOR SHALL BE RESPONSIBLE FOR FULL KNOWLEDGE OF ALL APPLICABLE REGULATORY REQUIREMENTS AND CORRECT ANY SILTATION OR

OTHER DAMAGE TO THE DRAINAGE SYSTEM.

32. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) BEST MANAGEMENT PRACTICES (BMP) FOR SEDIMENTATION AND EROSION WORK MUST BE STRICTLY FOLLOWED DURING AND AFTER CONSTRUCTION.

33. THE CONTRACTOR SHALL BE GOVERNED BY THE LATEST APPLICABLE PORTIONS OF THE F.D.O.T. DESIGN STANDARDS, AND THE F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND

SUPPLEMENTS THERE TO IF NOTED IN THE SPECIAL PROVISIONS FOR THIS PROJECT.

34. FOR THE COLOR OF THE DETECTABLE WARNINGS ON CONCRETE OF COLORS OTHER THAN MIAMI BEACH RED, COORDINATE WITH THE PUBLIC WORKS DEPARTMENT FOR APPROPRIATE COLOR AND CONTRAST.

35. ALL SIGNING AND PAVEMENT MARKINGS INSTALLED AS PART OF THESE PLANS SHALL CONFORM TO THE LATEST EDITION OF THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS. ALL SIGN PANELS SHALL BE FABRICATED TO COMPLY WITH THE LATEST EDITION OF THE FEDERAL HIGHWAY AND

ADMINISTRATION STANDARD HIGHWAY SIGNS.

36. MATCH EXISTING PAVEMENT MARKINGS AT THE BEGINNING AND THE END OF THE PROJECT WITHOUT JOGS OR

OFFSETS.

37. INCORRECTLY PLACED (THERMOPLASTIC OR) PAINT MARKINGS OVER ASPHALT PAVEMENT WILL BE REMOVED BY MILLING AND REPLACING THE ASPHALT PAVEMENT TO A MINIMUM WIDTH AS SPECIFIED BY THE CITY ENGINEER AT THE CONTRACTOR'S EXPENSE. THE ENGINEER MAY APPROVE AN ALTERNATE METHOD IF IT CAN BE

DEMONSTRATED TO COMPLETELY REMOVE THE MARKINGS WITHOUT DAMAGING THE ASPHALT.

GENERAL NOTES:

G-1NOT TO SCALE 2 12

1. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A TRAFFIC CONTROL PLAN WHICH CONFORMS TO ALL THE REQUIREMENTS IDENTIFIED IN THE FDOT STANDARD INDEXES, 102-600 SERIES (LATEST

EDITION) AND THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,

SECTION 102, LATEST EDITION. PLANS MUST COMPLY WITH THE REQUIREMENTS OF THE CITY OF MIAMI

BEACH AND MIAMI-DADE COUNTY.

2. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH F.D.O.T. STANDARD PLANS, INDEX 102-600 SERIES (LATEST EDITION) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

(LATEST EDITION).

3. THE CONTRACTOR SHALL NOTIFY THE CITY OF MIAMI BEACH AND MIAMI-DADE COUNTY A MINIMUM OF

ONE (1) WEEK PRIOR TO COMMENCING ANY CONSTRUCTION RELATED ACTIVITY.

4. TRAFFIC SHALL BE MAINTAINED ON PAVED SURFACES AT ALL TIMES. TEMPORARY THRU TRAVEL LANES SHALL BE A MINIMUM WIDTH OF 10 FT., TEMPORARY TURN LANES SHALL BE A MINIMUM WIDTH OF 10 FT.

5. TRAFFIC CONDITIONS (ACCIDENTS AND OTHER UNFORESEEN CONDITIONS) MAY REQUIRE THE CITY OF

MIAMI BEACH OR MIAMI-DADE COUNTY TO RESTRICT OR REMOVE LANE CLOSURES OR

CHANNELIZATIONS OR REVISE THE IMPLEMENTED MAINTENANCE OF TRAFFIC PLAN. THE CONTRACTOR SHALL RESPOND AND PROVIDE ADJUSTMENTS AS DIRECTED BY THE CITY OR FDOT WITHOUT DELAY

UNDER THESE CONDITIONS. THE CONTRACTOR SHALL ALSO RESPOND WITHIN 30 MINUTES UPON

NOTIFICATION BY THE CITY OR FDOT TO ANY REQUESTS FOR CORRECTION, IMPROVEMENT OR

MODIFICATION TO THE TRAFFIC CONTROL PLAN AND/OR DEVICES.

6. ACCESS TO ALL PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.

7. EXISTING DRAINAGE SYSTEMS/CONVEYANCE SHALL BE MAINTAINED AT ALL TIMES. IF CONSTRUCTION ACTIVITIES WILL IMPACT THE DRAINAGE, TEMPORARY SWALES, CULVERTS, PIPES, ETC. ARE TO BE

CONSTRUCTED WITHIN THE RIGHT-OF-WAY AS REQUIRED.

8. UNLESS OTHERWISE SPECIFIED, THE CROSS SLOPE FOR ALL TEMPORARY PAVEMENT WHICH ABUTS EXISTING OR NEW PAVEMENT SHALL MATCH THE CROSS SLOPE OF THE ABUTTING PAVEMENT. CROSS SLOPE TRANSITIONS SHALL CONFORM TO STANDARD INDEX 511. THE CONTRACTOR SHALL INSURE

ADEQUATE DRAINAGE OF ALL TEMPORARY PAVEMENT.

9. ALL EXISTING PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION, THAT ARE ALTERED OR DAMAGED AS DETERMINED BY THE CITY OR FDOT, SHALL BE REPLACED UPON COMPLETION OF THE

PROJECT AT THE CONTRACTOR'S EXPENSE.

10. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA.

11. AS DETERMINED BY THE CONTRACTOR'S TRAFFIC CONTROL OFFICER, THE CONTRACTOR SHALL

REMOVE WORK ZONE SIGNS WHEN CONDITIONS NO LONGER WARRANT THEIR USE.

12. CONTRACTOR SHALL REMOVE, RELOCATE OR COVER ANY EXISTING OR PROPOSED SIGNS THAT

CONFLICT WITH THE TRAFFIC CONTROL PLANS. WHEN THE CONFLICT NO LONGER EXISTS, THE

CONTRACTOR SHALL RESTORE THE SIGNS TO THEIR ORIGINAL POSITION. ANY SUCH SIGNS WHICH ARE

DAMAGED DURING REMOVAL, RELOCATION, OR COVERING SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE.

13. EACH EXISTING SIGN AFFECTED BY CONSTRUCTION SHALL BE RELOCATED AND MAINTAINED IN AN APPROPRIATE LOCATION UNTIL THE CONFLICT HAS BEEN RESOLVED, AT WHICH TIME THE SIGNS SHALL

BE RESTORED TO THEIR ORIGINAL POSITION.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REMOVAL OF STORM WATER FROM

ROADWAYS UTILIZED FOR MAINTAINING OF TRAFFIC IN A MANNER APPROVED BY THE CITY.

15. COMPLETE PROPOSED WORK WITHIN DESIGNATED WORK ZONE. ENSURE THAT SIGHT DISTANCE

REQUIREMENTS ARE MET AT ALL TIMES.

16. PEDESTRIAN TRAFFIC TO BE MAINTAINED ON EXISTING SIDEWALKS UNLESS OTHERWISE NOTED.

CONTRACTOR TO REFER TO FDOT INDEX NO. 102-660 FOR PEDESTRIAN CONTROL FOR CLOSURE OF

SIDEWALKS.

17. ALL DROP OFF CONDITIONS SHALL BE ADDRESSED AS REQUIRED ON SHEET 8 OF 11 OF FDOT

STANDARD PLAN 102-600.

TRAFFIC CONTROL:

THE FOLLOWING NARRATIVE OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) CONTAINS REFERENCES TO THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE FDOT DESIGN STANDARDS, AND OTHER SHEETS OF THESE CONSTRUCTION PLANS. THE FIRST SHEET OF THE CONSTRUCTION PLANS (CALLED THE COVER SHEET) CONTAINS AN INDEX TO THE OTHER SHEETS. THE COMPLETE STORMWATER POLLUTION PREVENTION PLAN INCLUDES SEVERAL ITEMS: THIS NARRATIVE DESCRIPTION, THE DOCUMENTS REFERENCED IN THE NARRATIVE, THE CONTRACTOR'S APPROVED EROSION CONTROL PLAN REQUIRED BY FDOT EROSION AND SEDIMENT CONTROL MANUAL, FDOT SPECIFICATION

SECTION 104, AND REPORTS OF INSPECTION MADE DURING CONSTRUCTION.

I. SITE DESCRIPTION

THE DADE BLVD RESURFACING PROJECT FOR THE CITY OF MIAMI BEACH CONSIST OF MILLING AND RESURFACING FROM THE 17TH STREET BRIDGE TO INDIAN CREEK DRIVE (23RD STREET) IN MIAMI BEACH, FLORIDA. LIMITS OF RESURFACING ON INTERSECTION SIDE STREETS SHALL BE BETWEEN 25' AND 50' FROM THE EDGE OF PAVEMENT OF THE OUTER LANES OF DADE

BLVD.

CPH, LLC. HAS PREPARED CONSTRUCTION PLANS FOR THE DADE BLVD PROJECT IN THE CITY OF MIAMI BEACH, FLORIDA THAT

INCLUDES, BUT IS NOT LIMITED TO: ROADWAY IMPROVEMENTS, AND EROSION CONTROL.

A. NATURE OF CONSTRUCTION ACTIVITY

THIS PROJECT CONSISTS OF ROADWAY RECONSTRUCTION THAT IS APPROXIMATELY 0.98 MILES IN LENGTH.

B. MAJOR SOIL DISTURBING ACTIVITIES

THE MAJOR SOIL DISTURBING ACTIVITIES INCLUDE THE FOLLOWING:

1. INSTALLATION OF EROSION AND SEDIMENTATION PERIMETER CONTROLS AS SPECIFIED IN THE PLANS.

2. MILLING & RESURFACING WITHIN LIMITS OF CONSTRUCTION.

3. CONSTRUCTION ROADWAY INCLUDING BUT NOT LIMITED TO STRIPING AND UTILITY INFRASTRUCTURE ADJUSTMENT.

4. PROVIDE FINAL GRADING FOR CONSTRUCTION AREAS.

5. REMOVE ALL EROSION AND SEDIMENT CONTROLS.

C. PROJECT AREA

TOTAL PROJECT AREA = APPROXIMATELY 8.51 ACRES

DISTURBED AREA = APPROXIMATELY 8.51 ACRES

D. RUNOFF DATA

(I) EXISTING SOIL OR WATER QUALITY DISCHARGE DATA

THE U.S.D.A. SOIL SURVEY OF MIAMI-DADE COUNTY, FLORIDA IDENTIFIES ONE (1) SOIL TYPE AS OCCURRING ON THE SUBJECT PROPERTY. A SUMMARY OF THE CHARACTERISTICS OF THESE SOIL TYPES, AS DESCRIBED BY THE NATURAL RESOURCE CONSERVATION SERVICE (NRCS), FORMERLY SOIL CONSERVATION SERVICE (SCS) SOIL SURVEY

GEOGRAPHIC (SSURGO) DATABASE FOR FLORIDA ARE AS FOLLOWS:

- URBAN LAND, 0 TO 2 PERCENT SLOPES

(I) EXISTING SOIL OR WATER QUALITY DISCHARGE DATA (CONT.)

THE EXISTING LAND USES AROUND THE PROJECT ARE RESIDENTIAL AND COMMERCIAL.

(II) DRAINAGE AREA FOR EACH OUTFALL

ON-SITE RUNOFF THROUGHOUT THE PROJECT IS CONVEYED BY A COMBINATION OF INLETS, STORM SEWER PIPES, AND

OVERLAND SHEET FLOW.

E. SITE MAP

THE CONSTRUCTION PLANS ARE BEING USED AS THE SITE MAPS.

F. RECEIVING WATERS

A: RUNOFF FROM DRAINAGE BASINS WITHIN THE PROJECT AREA DISCHARGE TO EXISTING STORM WATER SYSTEM.

II. CONTROLS

SEQUENCE OF SOIL DISTURBING ACTIVITIES AND IMPLEMENTATION OF CONTROLS:

1. INSTALLATION OF EROSION AND SEDIMENTATION PERIMETER CONTROLS AS SPECIFIED IN THE PLANS.

2. CLEARING & GRUBBING AND MILLING & RESURFACING WITHIN LIMITS OF CONSTRUCTION.

4. CONSTRUCTION ROADWAY INCLUDING BUT NOT LIMITED TO STRIPING AND UTILITY INFRASTRUCTURE ADJUSTMENT.

5. PROVIDE FINAL GRADING FOR CONSTRUCTION AREAS.

6. REMOVE ALL EROSION AND SEDIMENT CONTROLS.

THE CONTRACTOR, WITH THE ENGINEER'S APPROVAL, MAY MODIFY THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION 104 EROSION CONTROL PLAN.

ALL CONTROLS SHALL BE CONSISTENT WITH THE PERFORMANCE STANDARDS FOR EROSION AND SEDIMENT CONTROL AND STORMWATER TREATMENT AS SET FORTH IN RULE 62-40.432, F.A.C., THE APPLICABLE ENVIRONMENTAL RESOURCE PERMITTING REQUIREMENTS OF THE FDEP AND/OR THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, AND THE GUIDELINES CONTAINED IN THE FLORIDA DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (FDEP, 1988) AND ANY SUBSEQUENT AMENDMENTS.

TEMPORARY STABILIZATION:

DISTURBED PORTIONS OF THE SITE (E.G., EMBANKMENTS, DITCHES, AND SWALES) SHALL BE STABILIZED WITH TEMPORARY GRASSING AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN SEVEN (7) DAYS, IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED.

PERMANENT STABILIZATION:

DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES SHALL BE STABILIZED WITH SOD AS SPECIFIED IN THE TYPICAL SECTION AS SOON AS PRACTICABLE, BUT IN NO CASE MORE THAN SEVEN (7) DAYS AFTER THE

LAST CONSTRUCTION ACTIVITY.

STORMWATER POLLUTION PREVENTION:

PLAN SET IS FOR BIDDING

PURPOSES ONLY AND NOT FOR

CONSTRUCTION. PRIOR TO

CONSTRUCTION, CONTRACTOR

SHALL PERFORM A FIELD TAKEOFF

SURVEY OF ALL EXISTING

PAVEMENT MARKINGS WITHIN

PROJECT LIMITS. CONTRACTOR

SHALL PREPARE AND SUBMIT

SIGNED & SEALED FINAL PAVEMENT

MARKING PLANS FOR REVIEW AND

APPROVAL. ALL PAVEMENT

MARKING WORK SHALL REFERENCE

AND CONFORM TO THE

REQUIREMENTS OF MIAMI-DADE

DTPW DR NO. 2025004092.

REFER TO SPECIFICATIONS

SECTION 01025 1.01 (C).

GENERAL NOTES

Work Order:Page:

File Path:

Field Book:

Drawing:Sheet:Date:

File Name:

J:\M20501\Civil\DWG\_Current_Plan_Set\Working

Survey Reference:

APP'D. BY

REVISIONDATENO.

CITY MANAGER:

CIP DIRECTOR:

DEPUTY CITY MANAGER:

ERIC T. CARPENTER, P.E.

NATASHA COLEBROOK-WILLIAMS

DAVID GOMEZ

ENGINEER OF RECORD:

DESIGN ENGINEER:

DRAWN BY:

SCALE:

CHECKER:

ENGINEER OF RECORD:

PUBLIC WORKS DEPARTMENT

1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139

NOTES:

P.E. SEAL:

Sheet:Date:

A.M.

J.C.

K.B.

MILLING AND RESURFACING OF DADE BLVD.

SEE SHEET

MIAMI BEACH, FL

PROJECT NAME:

PROJECT LOCATION:

SHEET TITLE:

K.B.

KYLE BECHTELHEIMER

P. E. LICENSE #: 86673 6/11/2025

N/A N/A N/A

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1992 SW 1st. Street Miami, FL 33135 Ph: 305.274.4805

STORM POLLUTION PREVENTION (CONTINUED):

G-2NOT TO SCALE 3 12

A. EROSION AND SEDIMENT CONTROLS:

(I) STABILIZATION PRACTICES

TEMPORARY SODDING

TEMPORARY GRASSING

PERMANENT PLANTING, SODDING, OR SEEDING

TEMPORARY MULCHING

ARTIFICIAL COVERING

BUFFER ZONES

X PRESERVATION OF NATURAL RESOURCES

OTHER

(II) STRUCTURAL PRACTICES:

X SAND BAGGING

SILT FENCES

SYNTHETIC BALES

BERMS

DIVERSION INTERCEPTOR, OR PERIMETER DITCHES

PIPE SLOPE DRAINS

FLUMES

X ROCK BEDDING AT CONSTRUCTION EXIT

TIMBER BEDDING AT CONSTRUCTION EXIT

DITCH LINER

(II) STRUCTURAL PRACTICES (CONT.):

SEDIMENT TRAPS

SEDIMENT BASINS

X STORM INLET SEDIMENT TRAP

STONE OUTLET STRUCTURES

CURB AND GUTTERS

X STORM SEWERS

VELOCITY CONTROL DEVICES

TURBIDITY BARRIER

RIP RAP

DITCH BLOCK

X OTHER

WHEN A SEDIMENTATION TRAP OR BASIN IS NOT ATTAINABLE, THE ROADSIDE SWALE AND VEGETATED SWALE RETENTION AREAS MAY BE USED AS A TEMPORARY SEDIMENTATION BASIN DURING CONSTRUCTION IF THE ORIGINAL DESIGN FUNCTION AND CAPACITY OF THE SWALES ARE NOT COMPROMISED. BEFORE COMPLETION OF CONSTRUCTION, THE SEDIMENTS IN THE ROADSIDE SWALES SHALL BE REMOVED AND PERMANENT EROSION CONTROL SHALL BE IN PLACE SUCH AS SODDING OR SEED

AND MULCH.

(III) NON-STORMWATER DISCHARGE (INCLUDING SPILL REPORTING)

NO NON-STORMWATER DISCHARGES ARE ANTICIPATED. WHEN THE CONTRACTOR ENCOUNTERS A SPILL, CONSTRUCTION WILL STOP AND WORK WILL NOT RESUME UNTIL DIRECTED BY THE CITY ENGINEER. DISPOSITION OF HAZARDOUS WASTE WILL BE MADE IN ACCORDANCE WITH ANY REQUIREMENTS AND REGULATIONS OF ANY LOCAL, STATE, OR FEDERAL AGENCY HAVING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP IN THE SECTION 104

EROSION CONTROL PLANS.

(IV) CONCRETE TRUCKS

CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH INTO SWALES OR STORMWATER INLETS. CONTRACTOR SHALL COORDINATE WITH THE CITY ENGINEER OR AUTHORIZED REPRESENTATIVE TO DETERMINE APPROPRIATE WASH OUT AREA ON CITY PROPERTY. CONTRACTOR TO REMOVE WASHED OUT CONCRETE AND

REPAIR AREA TO PRE-CONSTRUCTION CONDITION OR BETTER.

III. MAINTENANCE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL POLLUTION PREVENTION CONTROLS. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION, SEDIMENTATION, TURBIDITY, AND

POLLUTION CONTROL MEASURES. REMEDIAL ACTION SHALL BE PERFORMED IMMEDIATELY.

IV. INSPECTION

ALL CONTROLS SHALL BE INSPECTED ONCE EVERY SEVEN CALENDAR DAYS THROUGHOUT THE CONSTRUCTION PERIOD BY THE CONTRACTOR, AS WELL AS WITHIN 24 HOURS OF ONE HALF INCH (0.5 INCHES) OR MORE RAIN, UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). THE CONTRACTOR WILL USE FDOT FORM 650-O40-O3 TO REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A RESULT OF THE INSPECTION. THE CONTRACTOR WILL SIGN EACH INSPECTION REPORT AND SUBMIT IT WEEKLY TO THE ENGINEER. THE CONTRACTOR WILL MAKE AN INSPECTION, MAINTENANCE, AND REPAIRS REPORT PER EACH INSPECTION. BASED ON INSPECTION RESULTS, THE CONTROLS SHALL BE REVISED PER THE INSPECTION REPORTS. THE CONTRACTOR SHALL PROVIDE A PERSON TO INSPECT THE DISTURBED AREAS OF THE CONSTRUCTION SITE THAT HAVE NOT BEEN STABILIZED, THE AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION, THE STRUCTURAL CONTROL MEASURES, AND THE LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. A REPORT SHALL BE ATTACHED TO THE DAILY QUALITY CONTROL REPORT. INCLUDED IN THE REPORT WILL BE A WRITTEN SUMMARY OF THE SCOPE OF THE INSPECTION, MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE SWPPP, THE NAME OF THE INSPECTOR, THE DATE, AND THE ACTIONS AND MODIFICATIONS TAKEN TO CORRECT ANY INSUFFICIENCIES IDENTIFIED DURING THE INSPECTION. THE REPORT SHALL IDENTIFY ANY INCIDENT OF NON-COMPLIANCE. IF NO INCIDENTS OF NON-COMPLIANCE ARE OBSERVED DURING THE INSPECTION, THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE SWPPP AND ALL

ENVIRONMENTAL PERMITS.

1. MAINTAIN UTILITY SERVICES AT ALL TIMES. IF BY-PASS OR WELL POINT PUMPING IS NECESSARY, USE DIESEL ENGINES WITH QUIET PACK SYSTEM OR ELECTRIC MOTORS, TO KEEP NOISE TO AN ABSOLUTE MINIMUM ENCLOSED IN A SHELTER.

BY-PASS PUMPS SHALL HAVE AT LEAST ONE (1) BACKUP UNIT IN PLACE, AND SHALL BE ATTENDED BY A COMPETENT OPERATOR AT ALL TIMES WHEN IN USE. ALL DISCHARGE ACCESSORIES SHALL BE PVC, HARD RUBBER OR OTHER SUITABLE MATERIAL WITH NO LEAKING JOINTS. SOFT HOSE IS NOT ACCEPTABLE. SUBMITTALS FOR WELL POINT LAYOUT AND EQUIPMENT ARE REQUIRED PRIOR TO START OF WORK. THE CONTRACTOR SHALL PROVIDE WOOD, METAL OR EARTHEN RAMPS OVER WELL POINTS AND/OR HEADER PIPE AT EACH DRIVEWAY TO PERMIT ACCESS AT ALL TIMES.

DEWATERING SYSTEM SHALL BE UTILIZED IN ACCORDANCE WITH GOOD STANDARD PRACTICES AND MUST BE EFFICIENT ENOUGH TO LOWER THE WATER LEVEL IN ADVANCE OF EXCAVATION TO KEEP THE TRENCH BOTTOM AND SIDES FIRM AND DRY. NO POLLUTED WATERS SHALL BE DISCHARGED INTO STORM SYSTEM OR BODIES OF WATER. BEFORE DISCHARGE OF PRODUCED GROUND WATER TO ANY SURFACE WATER OF THE STATE FROM A NON-CONTAMINATED SITE, ANALYTICAL TESTS ON SAMPLES OF DISCHARGE WATER SHALL BE PERFORMED TO DETERMINE CONTAMINATION. TEST RESULTS MUST MEET MINIMUM REQUIREMENTS SET BY FDEP DOCUMENT 62-621.300(2) GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUNDWATER FROM NON-CONTAMINATED SITE ACTIVITY. ANY DEWATERING DRAINAGE DISCHARGED INTO SANITARY SEWERS MUST BE APPROVED BY THE WATER MANAGEMENT DISTRICT PRIOR TO

DISCHARGING.

2. SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME DRAINAGE STRUCTURES MAY EXTEND INTO THE STABILIZED PORTION OF THE PAVED FACILITIES TRAIL AND EXTREME CAUTION WILL BE NECESSARY IN

STABILIZATION OPERATIONS AT THESE LOCATIONS.

3. TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO PREVENT ANY FLOODING OF PRIVATE

PROPERTY.

4. THE CONTRACTOR SHALL INCLUDE DEWATERING COSTS WITH THE UNIT PRICE FOR ASSOCIATED BID ITEMS. NO

SEPARATE DEWATERING COSTS OR EXPENSES WILL BE APPROVED.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF EMBANKMENTS AND SHALL REPLACE ANY PORTION WHICH, IN THE OPINION OF THE MAINTAINING AGENCY, HAS BECOME DISPLACED DUE TO EROSION OR DUE TO

CARELESSNESS OR NEGLIGENCE ON THE PART OF THE CONTRACTOR.

6. ALL EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED. ALL DRAINAGE FACILITIES THAT ARE CROSSED AND/OR DISTURBED DURING CONSTRUCTION SHALL REMAIN FUNCTIONAL AT ALL TIMES OR THE CONTRACTOR SHALL INSTALL FACILITIES TO MAINTAIN THE FLOW, AT NO

ADDITIONAL COST TO THE OWNER.

7. INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. EXISTING AND CONSTRUCTED DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGE OF CONSTRUCTION AND PRIOR TO CONTRACTOR REQUEST FOR

SUBSTANTIAL COMPLETION INSPECTION.

8. LOCATION OF SILT FENCE AND STAKED OR FLOATING TURBIDITY BARRIERS SHOWN ON CONSTRUCTION PLANS ARE FOR GRAPHIC PURPOSES IDENTIFYING THAT EROSION CONTROL FEATURES WILL BE PRESENT. LOCATIONS OF SILT FENCE ARE APPROXIMATE AND ARE TO BE ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS OR AS DIRECTED BY THE

MAINTAINING AGENCY.

9. IN ADDITION TO THE TURBIDITY AND EROSION CONTROL MEASURES SPECIFIED ON THE PLANS, BEST MANAGEMENT PRACTICES FOR EROSION AND TURBIDITY CONTROL SHALL BE UTILIZED AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS, INCLUDING REGULATIONS OF THE WATER MANAGEMENT DISTRICT, U.S. ARMY CORPS OF ENGINEERS (USACOE), FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) AND ANY NPDES PERMIT REQUIREMENTS. THESE PRACTICES SHALL INCLUDE THE USE AND MAINTENANCE OF STAKED SILT FENCE FILTER CLOTH AND/OR OTHER SUITABLE MEANS SURROUNDING ALL CONSTRUCTION AREAS TO PREVENT EROSION AND SEDIMENTATION, AS WELL AS THE USE OF FLOATING AND/OR STAKED TURBIDITY BARRIERS WHERE APPROPRIATE TO ISOLATE CONSTRUCTION AREAS FROM ADJACENT SURFACE WATERS. THESE TURBIDITY CONTROL DEVICES SHALL BE INSPECTED AND MAINTAINED ON A DAILY BASIS TO ENSURE THAT CONSTRUCTION GENERATED TURBIDITY IS CONTAINED WITHIN THE WORK AREAS AND THAT THE TURBIDITY CONTROL DEVICES REMAIN IN PLACE UNTIL ALL CONSTRUCTION IS COMPLETE, AND ALL WORK AREAS HAVE

BEEN STABILIZED.

STORMWATER/EROSION CONTROL GENERAL NOTES:

ROADWAY GENERAL DETAILS:

1. THE CONTRACTOR IS ADVISED THAT OTHER INFRASTRUCTURE PROJECTS MAY BE UNDER CONSTRUCTION

CONCURRENTLY WITH THIS CONTRACT. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SCHEDULING COORDINATION EFFORTS TO AVOID CONFLICTS. ALL RELATED COSTS SHALL BE ACCOUNTED FOR IN THE BID PROPOSAL.

2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR LOCATING, PROTECTING, MAINTAINING, AND, IF NECESSARY, REPAIRING OR REPLACING ALL UTILITIES THAT MAY BE AFFECTED BY CONSTRUCTION OPERATIONS.

3. UTILITY LOCATIONS AND SIZES DEPICTED ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION FROM UTILITY PROVIDERS AND ARE APPROXIMATE. THE CONTRACTOR SHALL PERFORM FIELD VERIFICATION USING ELECTRONIC LOCATING EQUIPMENT AND PRE-TRENCHING, COORDINATED WITH UTILITY OWNERS, PRIOR TO BEGINNING WORK. CONFLICT RESOLUTION WITH EXISTING UTILITIES IS THE CONTRACTOR’S RESPONSIBILITY AND SHALL BE

CONSIDERED INCIDENTAL TO THE CONTRACT.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS NECESSITATED BY THIS PROJECT. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO ANY EXCAVATION

ACTIVITIES.

UTILITY CONTACT LIST:

Atlantic Broadband – David McBride – (305) 861-8069

AT&T Distribution – Dino Farruggio – (561) 997-0240

City of Miami Beach – Wilson Suarez – (305) 673-7080

Comcast Cable – Leonard Newbold – (954) 447-8405

Crown Castle NG – Fiberdig Team – (888) 632-0931

Dade Co. Public Works & Traffic – Octavio Vidal – (305) 412-0891

Dade Co. Water & Sewer – Maria Capota – (786) 268-5329

FPL – Dade Distribution – Edgar Agular – (305) 378-2634

FPL – Transmission – Eddie Freay – (305) 938-1936

Hotwire Communications – Walter Sancho-Davila – (954) 699-0900

Mastec Inc – Ibrain Font – (786) 267-4697

MCI – MCIU01 Investigations – (469) 886-4091

TECO People Gas – Joan Domning – (813) 275-3783

1. IF TEMPORARY SUPPORT OF UTILITIES IS REQUIRED, THE CONTRACTOR SHALL INCLUDE ALL LABOR, MATERIAL, AND COORDINATION COSTS IN THE BID. NO SEPARATE PAYMENT WILL BE MADE.

2. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE PROPER RESTORATION OF ALL TRENCHES AND EXCAVATIONS, INCLUDING SIDEWALKS, TURF, AND LANDSCAPED AREAS IMPACTED BY CONSTRUCTION

ACTIVITIES.

3. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN WORKING NEAR OVERHEAD POWER LINES OR UNDERGROUND UTILITIES. HAND EXCAVATION SHALL BE REQUIRED WITHIN THE IMMEDIATE VICINITY OF

UNDERGROUND UTILITIES. PAYMENT FOR HAND EXCAVATION IS INCIDENTAL TO THE WORK.

4. ANY DAMAGE TO EXISTING PAVEMENT MARKINGS RESULTING FROM THE CONTRACTOR’S OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND TO THE SATISFACTION OF THE ENGINEER. COST SHALL BE INCLUDED IN THE BID

PRICE.

5. DAMAGE TO PRIVATE OR PUBLIC PROPERTY CAUSED BY THE CONTRACTOR’S OPERATIONS SHALL BE PROMPTLY

REPAIRED AT NO ADDITIONAL EXPENSE TO THE OWNER.

6. THE CONTRACTOR SHALL REVIEW AND CONSIDER SUBSURFACE CONDITIONS THAT MAY AFFECT CONSTRUCTION.

ANY SHORING, SHEETING, OR GROUND SUPPORT SYSTEMS REQUIRED TO MAINTAIN ADJACENT STRUCTURES, PROPERTIES, OR UTILITIES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AT THEIR OWN COST.

7. THE CONTRACTOR SHALL PROTECT ALL EXISTING PUBLIC LAND MONUMENTS AND SURVEY CORNERS WITHIN THE LIMITS OF CONSTRUCTION. IF IMPACTED, THE CONTRACTOR SHALL RETAIN A LICENSED FLORIDA PROFESSIONAL SURVEYOR TO REFERENCE AND RESTORE SUCH MONUMENTS IN ACCORDANCE WITH FLORIDA BOARD OF PROFESSIONAL SURVEYORS STANDARDS. A SIGNED AND SEALED COPY OF THE SURVEYOR’S REFERENCE DRAWING SHALL BE SUBMITTED TO THE CITY OF MIAMI BEACH. DAMAGE TO N.G.V.D. BENCHMARKS SHALL BE REPORTED IMMEDIATELY TO THE CITY, WHO WILL COORDINATE WITH THE GEODETIC INFORMATION CENTER. ALL

REFERENCING COSTS SHALL BE INCLUDED UNDER ITEM MOBILIZATION.

8. THE CONTRACTOR SHALL IMPLEMENT MAINTENANCE OF TRAFFIC (MOT) PROCEDURES IN ACCORDANCE WITH FDOT STANDARD PLANS INDEXES 102-600 TO 102-680, AND SECTION 102 OF THE FDOT STANDARD SPECIFICATIONS. MOT SHALL INCLUDE BUT IS NOT LIMITED TO THE INSTALLATION OF TEMPORARY SIGNING, BARRICADES, ATTENUATORS, FLASHING BEACONS, SIGNALIZATION, SODDING, TEMPORARY PAVEMENT, DETOURS, ACCESS PROVISIONS, AND ENGINEERING SERVICES FOR MOT PLAN PREPARATION. COST SHALL BE

INCLUDED IN PAY ITEM 102-1.

9. TEMPORARY TRAFFIC CONTROL PLANS SHALL BE DEVELOPED AND SUBMITTED FOR APPROVAL TO MIAMI-DADE COUNTY DTPW, AND THE CITY OF MIAMI BEACH, AS REQUIRED. ALL COSTS FOR TRAFFIC CONTROL DESIGN, APPROVALS, AND IMPLEMENTATION SHALL BE INCLUDED IN PAY ITEM 102-1.

10. DURING NON-WORKING HOURS, CONTRACTOR EQUIPMENT, MATERIALS, AND VEHICLES SHALL NOT BE STORED WITHIN SIX (6) FEET OF THE TRAVELED WAY UNLESS A DESIGNATED, DELINEATED STORAGE AREA IS APPROVED

BY THE ENGINEER.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR REPLACING DAMAGED LANDSCAPE FEATURES, INCLUDING PLANT MATERIAL, HARDSCAPING, AND SITE LIGHTING, TO PRE-CONSTRUCTION CONDITION.

ASSOCIATED COSTS SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

12. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS FROM APPLICABLE REGULATORY AGENCIES PRIOR TO

THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES.

13. ALL MATERIALS AND CONSTRUCTION METHODS SHALL COMPLY FULLY WITH THE LATEST STANDARDS AND REQUIREMENTS OF THE CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT AND MIAMI-DADE COUNTY DTPW.

14. EXISTING UTILITY LOCATIONS INDICATED ON THE PLANS SHALL BE FIELD-VERIFIED BY THE CONTRACTOR. ANY DISCREPANCIES, OMISSIONS, OR CONFLICTS IDENTIFIED DURING FIELD VERIFICATION SHALL BE REPORTED

PROMPTLY TO THE CITY ENGINEER.

15. THE CONTRACTOR SHALL IMPLEMENT ALL NECESSARY MEASURES TO PROTECT EXISTING AND NEWLY INSTALLED UTILITIES, STRUCTURES, AND IMPROVEMENTS FROM DAMAGE OR SERVICE INTERRUPTION FOR THE ENTIRE DURATION OF CONSTRUCTION. ADEQUATE SAFETY PRECAUTIONS SHALL BE TAKEN TO SAFEGUARD

PERSONNEL AND THE GENERAL PUBLIC.

16. THE CONTRACTOR SHALL MAINTAIN AN APPROVED SET OF CURRENT CONSTRUCTION PLANS ON THE JOB SITE AT ALL TIMES. THESE DOCUMENTS SHALL BE MADE AVAILABLE TO THE CITY OF MIAMI BEACH ENGINEERING

INSPECTOR OR DESIGNEE UPON REQUEST.

17. NO CHANGES TO THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE IMPLEMENTED WITHOUT WRITTEN

AUTHORIZATION FROM THE CITY ENGINEER OR THEIR DESIGNATED REPRESENTATIVE.

18. THE CONTRACTOR SHALL CONTACT THE CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT AND MIAMI-DADE COUNTY DTPW TO OBTAIN A RIGHT-OF-WAY PERMIT AND SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE

TRANSPORTATION DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF BEGINNING WORK.

19. CITY ENGINEERING PERSONNEL SHALL INSPECT ALL FACILITIES INSTALLED UNDER THIS CONTRACT. THE CONTRACTOR SHALL ENSURE THAT ALL WORK ALSO MEETS THE STANDARDS OF OTHER RELEVANT PERMITTING

AGENCIES.

20. COMPACTED BACKFILL IS REQUIRED ADJACENT TO AND OVER ALL UTILITIES. INITIAL COMPACTION TESTS SHALL BE PERFORMED AT THE CITY'S EXPENSE. IF RE-TESTING IS REQUIRED DUE TO TEST FAILURE, ASSOCIATED

COSTS SHALL BE BORNE BY THE CONTRACTOR.

21. FINAL ACCEPTANCE OF WORK SHALL BE CONTINGENT UPON SUBMISSION AND APPROVAL OF THE FOLLOWING

DOCUMENTS BY THE CITY OF MIAMI BEACH PUBLIC WORKS DEPARTMENT:

21.1. CONTRACTOR’S, SUBCONTRACTOR’S, AND SUPPLIER’S WAIVERS AND RELEASES OF LIEN

21.2. CONTRACTOR’S LETTER OF WARRANTY (LETTER OF AGREEMENT)

21.3. FINAL “AS-BUILT” DOCUMENTATION, INCLUDING:

21.4. (2) PAPER COPIES AT 22"×34" OR 11"×17", LEGIBLE AT 1"=20' AND 1"=40' SCALE

21.5. A SURVEY SIGNED AND SEALED BY A FLORIDA LICENSED SURVEYOR

21.6. PDF VERSION OF THE SURVEY DRAWING

21.7. DIGITAL FILES: ASCII SURVEY POINT FILE AND AUTOCAD .DWG FILE (PREPARED VIA ETRANSMIT), BASED ON

THE APPROVED HORIZONTAL AND VERTICAL DATUM

22. UTILITY INFORMATION SHOWN IN THE PLANS IS BASED ON DATA PROVIDED BY OTHERS AND MAY NOT

REPRESENT FIELD CONDITIONS. THE CONTRACTOR SHALL PERFORM FIELD VERIFICATION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER OF RECORD FOR RESOLUTION. THE ENGINEER SHALL MAKE FINAL

DETERMINATION ON REQUIRED DESIGN MODIFICATIONS.

23. WHEN CONSTRUCTION OCCURS IN PROXIMITY TO EXISTING POWER POLES, THE CONTRACTOR SHALL FURNISH AND INSTALL SUITABLE SHORING OR SUPPORT SYSTEMS. THE PROPOSED SHORING SYSTEM SHALL BE

SUBMITTED TO AND APPROVED BY THE RESPECTIVE UTILITY OWNER PRIOR TO INSTALLATION.

24. ALL WORK THAT DOES NOT MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OR IS OTHERWISE REJECTED BY THE CITY ENGINEER OR PERMITTING AGENCIES SHALL BE PROMPTLY CORRECTED OR REPLACED

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

25. THE PLANS REFLECT EXISTING CONDITIONS IDENTIFIED AT THE TIME OF DESIGN. IF UNFORESEEN FIELD CONDITIONS RENDER THE WORK UNFEASIBLE OR REQUIRE MODIFICATIONS, THE CONTRACTOR SHALL NOTIFY

THE ENGINEER IMMEDIATELY AND OBTAIN DIRECTION BEFORE PROCEEDING.

26. THE CONTRACTOR SHALL COORDINATE WITH THE CITY’S PUBLIC WORKS DEPARTMENT TO SCHEDULE INSPECTION OF ALL METERS, BOXES, AND ASSOCIATED INFRASTRUCTURE PRIOR TO COMMENCEMENT OF WORK

TO DETERMINE IF REPLACEMENT IS NECESSARY.

27. ANY WATER METER BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR WITH

CITY-ISSUED UNITS. ASSOCIATED COSTS SHALL BE INCLUDED IN THE CONTRACTOR’S BID.

28. DRAINAGE STRUCTURE INVERTS AND UTILITY LOCATIONS SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS BY PRE-TRENCHING PRIOR TO SHOP DRAWING SUBMITTAL. ASSOCIATED COSTS SHALL BE INCLUDED UNDER THE RESPECTIVE DRAINAGE

STRUCTURE PAY ITEM.

29. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN EXCAVATING IN AREAS WHERE CLAY PIPE MAY BE

PRESENT, REGARDLESS OF WHETHER SUCH MATERIALS ARE INDICATED ON THE PLANS.

30. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) BEST MANAGEMENT PRACTICES (BMPs) FOR SEDIMENT AND EROSION CONTROL DURING ALL PHASES OF

CONSTRUCTION.

ROADWAY GENERAL NOTES (CONT.):

PLAN SET IS FOR BIDDING

PURPOSES ONLY AND NOT FOR

CONSTRUCTION. PRIOR TO

CONSTRUCTION, CONTRACTOR

SHALL PERFORM A FIELD TAKEOFF

SURVEY OF ALL EXISTING

PAVEMENT MARKINGS WITHIN

PROJECT LIMITS. CONTRACTOR

SHALL PREPARE AND SUBMIT

SIGNED & SEALED FINAL PAVEMENT

MARKING PLANS FOR REVIEW AND

APPROVAL. ALL PAVEMENT

MARKING WORK SHALL REFERENCE

AND CONFORM TO THE

REQUIREMENTS OF MIAMI-DADE

DTPW DR NO. 2025004092.

GENERAL NOTES (2 OF 2)

Work Order:Page:

File Path:

Field Book:

Drawing:Sheet:Date:

File Name:

J:\M20501\Civil\DWG\_Current_Plan_Set\Working

Survey Reference:

APP'D. BY

REVISIONDATENO.

CITY MANAGER:

CIP DIRECTOR:

DEPUTY CITY MANAGER:

ERIC T. CARPENTER, P.E.

NATASHA COLEBROOK-WILLIAMS

DAVID GOMEZ

ENGINEER OF RECORD:

DESIGN ENGINEER:

DRAWN BY:

SCALE:

CHECKER:

ENGINEER OF RECORD:

PUBLIC WORKS DEPARTMENT

1700 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139

NOTES:

P.E. SEAL:

Sheet:Date:

A.M.

J.C.

K.B.

MILLING AND RESURFACING OF DADE BLVD.

SEE SHEET

MIAMI BEACH, FL

PROJECT NAME:

PROJECT LOCATION:

SHEET TITLE:

K.B.

KYLE BECHTELHEIMER

P. E. LICENSE #: 86673 6/11/2025

N/A N/A N/A

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1992 SW 1st. Street Miami, FL 33135 Ph: 305.274.4805G-2 3 11

1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN THE PROJECT AREA PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. CONTACT NUMBERS FOR UTILITY PROVIDERS ARE INCLUDED IN THESE PLANS.

2. ALL CONSTRUCTION-RELATED DEBRIS SHALL BE COLLECTED AND PROPERLY DISPOSED OF AT AN APPROVED

OFFSITE LOCATION AT THE CONTRACTOR’S EXPENSE.

3. PRIOR TO BEGINNING EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF FLORIDA

STATUTE 553.851 REGARDING THE PROTECTION OF UNDERGROUND NATURAL GAS FACILITIES.

4. ALL EXISTING STRUCTURES AND UTILITY COMPONENTS (E.G., MANHOLE COVERS, ELECTRICAL BOXES, VALVE BOXES, WATER METERS, DRAINAGE STRUCTURES) LOCATED WITHIN THE LIMITS OF PROPOSED IMPROVEMENTS SHALL BE ADJUSTED TO FINISHED GRADE UNLESS OTHERWISE DIRECTED. COST SHALL BE INCLUDED IN THE BID.

5. THE CONTRACTOR SHALL DOCUMENT AND PHOTOGRAPH THE CONDITION OF ALL UTILITY BOXES PRIOR TO WORK COMMENCEMENT. ANY BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED IN KIND AT NO ADDITIONAL COST. WATER METER BOXES SHALL BE REPLACED WITH CITY-ISSUED EQUIPMENT. CONTACT THE CITY FOR

REPLACEMENT PROCEDURES IF DAMAGE OCCURS.

6. TO CONTROL DUST GENERATION, THE CONTRACTOR SHALL UTILIZE A WATER-BASED STREET SWEEPER OR OTHER APPROVED DUST SUPPRESSION EQUIPMENT. THE CITY RESERVES THE RIGHT TO REJECT EQUIPMENT THAT

CANNOT ADEQUATELY CONTROL DUST.

7. FOR DETECTABLE WARNING SURFACES, ANY COLOR OTHER THAN MIAMI BEACH RED MUST BE APPROVED BY THE CITY’S PUBLIC WORKS DEPARTMENT TO ENSURE PROPER VISUAL CONTRAST AND COMPLIANCE WITH ADA

GUIDELINES.

8. THE CONTRACTOR SHALL ENSURE NEW PAVEMENT MARKINGS MATCH EXISTING LANE CONFIGURATIONS AT PROJECT TERMINI WITHOUT OFFSET OR MISALIGNMENT. A TEMPORARY TRAFFIC CONTROL PLAN (TTCP) SHALL BE PREPARED TO ADDRESS SAFETY AND SHALL BE SUBMITTED TO THE CITY AND COUNTY FOR REVIEW AND

APPROVAL PRIOR TO IMPLEMENTATION.

9. THERMOPLASTIC OR PAINTED PAVEMENT MARKINGS PLACED INCORRECTLY ON ASPHALT SHALL BE REMOVED BY MILLING A MINIMUM WIDTH OF 18 INCHES AND REPAVING TO MATCH SURROUNDING GRADE. ALTERNATIVE METHODS MAY BE CONSIDERED IF THEY FULLY REMOVE THE MARKINGS WITHOUT DAMAGING THE ASPHALT, SUBJECT TO ENGINEER APPROVAL.

10. TREE IMPACTS SHALL BE LIMITED TO ROOT PRUNING, CROWN TRIMMING, OR RELOCATION TO ACCOMMODATE INFRASTRUCTURE IMPROVEMENTS (E.G., CURBS, RAMPS, DRAINAGE). TREES NOT IDENTIFIED FOR REMOVAL SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES. THE COST TO RETAIN A CERTIFIED ARBORIST AND

PERFORM NECESSARY TREE WORK SHALL BE INCLUDED IN THE CORRESPONDING BID ITEM.

11. A CERTIFIED ARBORIST SHALL REVIEW THE CONSTRUCTION PLANS DURING THE BID PHASE TO ASSESS POTENTIAL IMPACTS TO EXISTING TREES AND PALMS. RECOMMENDATIONS FOR TREE REMOVAL, ROOT TRIMMING, OR

PROTECTION SHALL BE INCORPORATED INTO THE FINAL CONSTRUCTION APPROACH.

12. THE CONTRACTOR SHALL PROTECT ALL MATERIALS, EQUIPMENT, AND CONSTRUCTION ELEMENTS ON SITE FROM EXPOSURE TO WEATHER, DUST, AND DEBRIS AT ALL TIMES. MEASURES SHALL BE TAKEN TO AVOID THE CREATION

OF NUISANCES OR HAZARDS TO ADJACENT PROPERTIES AND THE PUBLIC RIGHT-OF-WAY.

13. WHERE EXISTING PAVEMENT MUST BE REMOVED, THE CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGE TO ADJACENT STRUCTURES AND SURFACES THAT ARE TO REMAIN. LIMITS OF REMOVAL SHALL BE

CLEARLY DEFINED AND EXECUTED WITH STRAIGHT SAWCUT LINES.

14. FOLLOWING PAVEMENT OR STRUCTURAL REMOVAL, THE CONTRACTOR SHALL CLEAR AND CLEAN ALL DEBRIS TO

PROVIDE A WORK AREA SUITABLE FOR SUBSEQUENT CONSTRUCTION OPERATIONS.

15. ALL MATERIALS AND DEBRIS RESULTING FROM DEMOLITION ACTIVITIES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH MIAMI-DADE

COUNTY REGULATIONS.

16. ALL TREES LOCATED WITHIN PEDESTRIAN AND BICYCLE PATHWAYS SHALL BE PRUNED UNDER THE DIRECTION OF A CERTIFIED ARBORIST TO PROVIDE A MINIMUM CLEAR WIDTH OF 4 FEET AND A VERTICAL CLEARANCE OF 8 FEET.

ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE CONTRACTOR’S BID.

17. THE CONTRACTOR SHALL ENSURE THAT ALL FINAL GRADING OPERATIONS DO NOT CREATE DROP-OFFS OR HAZARDS TO VEHICULAR OR PEDESTRIAN TRAFFIC. ALL COSTS ASSOCIATED WITH REMEDIATION OF HAZARDS

SHALL BE INCLUDED IN THE BID.

18. THE CONTRACTOR SHALL EVALUATE THE SITE CONDITIONS PRIOR TO CONSTRUCTION TO DETERMINE WHETHER DEWATERING WILL BE REQUIRED. IF DEEMED NECESSARY, THE CONTRACTOR SHALL INCLUDE ALL ASSOCIATED

COSTS IN THE BID.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMIT(S). THE COST FOR PERMITTING AND ASSOCIATED DEWATERING OPERATIONS SHALL BE INCLUDED IN THE UNIT PRICE FOR THE

APPLICABLE BID ITEM.

20. THE CONTRACTOR SHALL FACILITATE ACCESS TO THE WORK ZONE AND PROVIDE SUPPORT AS NEEDED TO THE CITY ENGINEER OR THEIR DESIGNEE FOR INSPECTION PURPOSES DURING ALL PHASES OF CONSTRUCTION.

21. WHERE SOIL CONDITIONS, HIGH GROUNDWATER TABLE, OR THE PRESENCE OF CRITICAL INFRASTRUCTURE REQUIRE IT, SHORING SHALL BE PROVIDED FOR ALL TRENCH AND STRUCTURE INSTALLATIONS. THE CONTRACTOR SHALL SUBMIT THE PROPOSED SHORING AND CONSTRUCTION METHOD TO THE CITY FOR REVIEW AT THE PRE-CONSTRUCTION MEETING. SHORING AND ASSOCIATED DEWATERING COSTS SHALL BE INCLUDED IN THE BID

PRICE FOR STRUCTURE AND PIPE INSTALLATION.

22. TEMPORARY EXCAVATIONS SHALL BE CONSTRUCTED WITH SIDE SLOPES NO STEEPER THAN 2H:1V (FACTOR OF SAFETY ≥ 1.3). IF STEEPER SLOPES ARE NEEDED DUE TO SITE CONSTRAINTS, THE CONTRACTOR SHALL DESIGN, IMPLEMENT, AND MAINTAIN AN ENGINEERED GROUND SUPPORT SYSTEM AT NO ADDITIONAL COST TO THE CITY.

23. CONTAMINATION RESPONSE PROCEDURES:

IF, DURING EXCAVATION, THE CONTRACTOR ENCOUNTERS SIGNS OF POTENTIALLY CONTAMINATED MATERIALS—INCLUDING BUT NOT LIMITED TO DISCOLORED SOILS, ABNORMAL ODORS, SMOKE, FUMES, OR UNIDENTIFIED OBJECTS (E.G., TANKS, BARRELS)—ALL WORK IN THE IMMEDIATE AREA SHALL CEASE IMMEDIATELY.

THE CONTRACTOR SHALL NOTIFY THE CITY OF MIAMI BEACH PROJECT ENGINEER WITHOUT DELAY.

THE CONTRACT SHALL TAKE ALL NECESSARY ACTIONS TO MINIMIZE THE MIGRATION OF CONTAMINANTS AND IMPLEMENT PROTECTIVE MEASURES FOR SITE WORKERS AND THE PUBLIC. ALL HEALTH AND SAFETY PRECAUTIONS SHALL COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS

AND CODES.

24. PRIOR TO ANY WORK INVOLVING EXPANSION JOINT REMOVAL, THE CONTRACTOR SHALL RETAIN A FLORIDA-LICENSED ASBESTOS CONSULTANT TO CONDUCT AN ASBESTOS SURVEY. IF ASBESTOS-CONTAINING MATERIALS (ACM) ARE IDENTIFIED AND DISTURBED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE REMOVED BY A FLORIDA-LICENSED ASBESTOS CONTRACTOR IN ACCORDANCE WITH OSHA REGULATIONS AND ALL APPLICABLE

FEDERAL AND STATE REQUIREMENTS.

ROADWAY GENERAL NOTES (CONT.):

1. THE CONTRACTOR IS ADVISED THAT OTHER INFRASTRUCTURE PROJECTS MAY BE UNDER CONSTRUCTION

SIMULTANEOUSLY. COORDINATION WITH THESE PROJECTS SHALL BE THE CONTRACTOR’S RESPONSIBILITY.

SCHEDULING, SEQUENCING, AND ANY IMPACTED WORK SHALL BE ACCOUNTED FOR IN THE BID.

2. ANY EXISTING PAVEMENT MARKINGS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONFIGURATION AND CONDITION. THE COST OF RESTORATION SHALL BE INCLUDED IN THE

CONTRACTOR’S BID.

3. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN ACCORDANCE WITH THE LATEST FDOT STANDARD PLANS INDEXES 102-600 THROUGH 102-660, AND SECTION 102 OF THE FDOT STANDARD SPECIFICATIONS. THE MAINTENANCE OF TRAFFIC (MOT) ITEM SHALL INCLUDE, BUT IS NOT LIMITED TO: HIGH-INTENSITY FLASHING LIGHTS, TEMPORARY REFLECTIVE MARKERS, PAVEMENT MARKINGS, SIGNAGE, IMPACT ATTENUATORS, TEMPORARY BARRIER WALLS, BARRICADES, STREET LIGHTING, SIGNALIZATION, TEMPORARY PAVEMENT, SODDING, MOWING, TRAFFIC CONTROL OFFICERS, PORTABLE CHANGEABLE MESSAGE SIGNS, FLASHING ARROW BOARDS, ACCESS TO DRIVEWAYS AND BUSINESSES, DETOURS, AND PROFESSIONAL FEES FOR TRAFFIC CONTROL PLAN PREPARATION.

4. THE CONTRACTOR SHALL PROVIDE MOT THROUGHOUT THE DURATION OF THE PROJECT IN ACCORDANCE WITH

ALL APPLICABLE LOCAL, COUNTY, AND STATE AGENCY REQUIREMENTS.

5. ALL SIGNS AND PAVEMENT MARKINGS INSTALLED UNDER THIS CONTRACT SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FDOT STANDARD PLANS, AND FHWA STANDARD HIGHWAY SIGNS. ALL SIGN PANELS SHALL BE FABRICATED TO CURRENT SPECIFICATIONS.

6. PAVEMENT MARKINGS SHALL ALIGN SEAMLESSLY WITH EXISTING STRIPING AT THE START AND END POINTS OF

THE PROJECT. NO OFFSET, JOG, OR MISALIGNMENT WILL BE ACCEPTED.

7. INCORRECTLY APPLIED THERMOPLASTIC OR PAINTED MARKINGS SHALL BE REMOVED BY MILLING AND REPAVING A MINIMUM WIDTH OF 18 INCHES. COSTS FOR REMOVAL AND RESTORATION SHALL BE BORNE BY THE CONTRACTOR. AN ALTERNATE REMOVAL METHOD MAY BE PERMITTED WITH ENGINEER APPROVAL IF IT FULLY

ELIMINATES MARKINGS WITHOUT DAMAGING THE UNDERLYING ASPHALT.

8. SAFETY SIGNAGE, WARNING DEVICES, AND ALL OTHER TRAFFIC CONTROL APPARATUS REQUIRED DURING CONSTRUCTION SHALL BE INSTALLED IN ACCORDANCE WITH FDOT’S “MANUAL ON TRAFFIC CONTROL AND SAFETY

PRACTICES” AND THE MIAMI-DADE COUNTY PUBLIC WORKS MANUAL.

9. YELLOW PAINT SHALL BEGIN (“BYP”) AND END (“EYP”) AT ALL CURBS AS SPECIFIED IN THE PLANS. BOTH TERMINATION POINTS SHALL ALIGN TO THE FACE OF CURB, CONSISTENTLY THROUGHOUT THE PROJECT.

10. ALL SIGNS SHALL BE INSTALLED ON BREAKAWAY BASES IN COMPLIANCE WITH FDOT STANDARD PLANS INDEX 700-010. SIGNS SHALL BE PLACED AT THE BACK OF SIDEWALK WITH A CONSISTENT OFFSET FROM THE BACK OF

CURB AS SHOWN IN THE PLANS.

SIGNING AND PAVEMENT MARKING GENERAL NOTES:

GENERAL NOTES

G-3NOT TO SCALE 4 12

1. ALL DAMAGED SIDEWALKS SHALL E REPLACED. REPLACE CONCRETE FLAGS, FROM JOINT TO JOINT, NO PATCHING

IS PERMITTED.

2. PROPOSED SIDEWALK, IF APPLICABLE, TO BE INSTALLED IN COMPLIANCE WITH ADA, FLORIDA GREENBOOK, AND

CITY OF MIAMI BEACH STANDARDS.

3. SIDEWALK RESTORATION MUST MATCH EXISTING CONCRETE AND/OR PAVERS IN MATERIAL, STRENGTH, COLOR, FINISH, AND JOINT PATTERN AND MUST BE FROM JOINT TO JOINT FOR THE FULL WIDTH OF THE WALKWAY.

4. EXISTING SIDEWALK IMMEDIATELY ADJACENT TO THE AFFECTED SIDEWALKS, IF APPLICABLE, MUST BE ADA

COMPLIANT, OTHERWISE NEEDS TO BE REPLACED.

5. MINIMUM SIDEWALK CLEAR PEDESTRIAN ACCESS ROUTE (PAR) IS 48" WIDE.

6. THE MAXIMUM CROSS-SLOPE FOR NEW/RESTORED SIDEWALK AND PEDESTRIAN ACCESS ROUTE (PAR) IS 2%.

7. ANY WORK ADJACENT TO OR AFFECTING ADA RAMPS WILL REQUIRE FULL REPLACEMENT OF EXISTING ADA RAMPS

PER FDOT INDEX 522-002.

8. IF CURB AND GUTTER NEED TO BE REPLACED, REPLACEMENT SHOULD BE FROM JOINT TO JOINT.

9. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND CONDITION OF ALL EXISTING TRAFFIC CONTROL

SIGNALS, INCLUDING SIGNAL HEADS, POLES, CABINETS, AND ASSOCIATED EQUIPMENT, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THIS PROJECT DOES NOT INCLUDE ANY TRAFFIC SIGNAL DESIGN OR MODIFICATIONS; WORK IS LIMITED TO MILLING AND RESURFACING WITHIN THE DEFINED PROJECT LIMITS.

10. IF ANY TRAFFIC CONTROL SIGNAL COMPONENTS ARE DAMAGED OR FOUND TO BE IMPACTED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY AND COORDINATE WITH THE ENGINEER OF RECORD (EOR) TO DETERMINE APPROPRIATE CORRECTIVE ACTION. RESTORATION OR REPLACEMENT OF ANY DAMAGED TRAFFIC CONTROL SIGNAL INFRASTRUCTURE SHALL BE AT THE CONTRACTOR'S EXPENSE, UNLESS

OTHERWISE DIRECTED BY THE EOR.

MIAMI-DADE COUNTY DEPARTMENT OF PUBLIC WORKS GENERAL NOTES:

PLAN SET IS FOR BIDDING

PURPOSES ONLY AND NOT FOR

CONSTRUCTION. PRIOR TO

CONSTRUCTION, CONTRACTOR

SHALL PERFORM A FIELD TAKEOFF

SURVEY OF ALL EXISTING

PAVEMENT MARKINGS WITHIN

PROJECT LIMITS. CONTRACTOR

SHALL PREPARE AND SUBMIT

SIGNED & SEALED FINAL PAVEMENT

MAR…