FINAL_PLANS-11-8-2022_Re-Bid.pdf

FINAL PLANS

11/08/2022

PID 004183A

COUNTYWIDE MAST ARM SIGNAL HARDENING AND

INTERSECTION IMPROVEMENT

entzt44 Line entzt44 Line

PID 004183E

COUNTYWIDE MAST ARM SIGNAL HARDENING AND

INTERSECTION IMPROVEMENT

LAKE ST GEORGE DR AT TAMPA RD

SHEET NO.

TE-1

TE-2

TE-3

TE-4 - TE-5

TE-6

TE-8

TE-9

TE-10 - TE-11

TE-12

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET DESCRIPTION

KEY SHEET

SIGNATURE SHEET

TABULATION OF QUANTITIES

GENERAL NOTES

SIGNALIZATION PLAN

GUIDESIGN WORKSHEET

SPLICING DIAGRAM

BEST MANAGEMENT PRACTICES PLANS & NOTES

MAST ARM TABULATION

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

HNTB CORPORATION

ONE TAMPA CITY CENTER

201 N FRANKLIN ST. SUITE 1200

TAMPA, FL 33602

BENJAMIN S. RODGERS, P.E. NO. 80350

TE-13

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET DESCRIPTION

REPORT OF CORE BORING

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

MC SQUARED, INC.

GEOTECHNICAL CONSULTANTS

5808-A BRECKENRIDGE PARKWAY

TAMPA, FL 33610

JORDAN FOX, P.E. NO. 87472

TE-14 - TE-19

THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE RESPONSIBLE

FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 5J-17.062, F.A.C.

SHEET DESCRIPTION

LAND SURVEYOR REPORT

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

ECHEZABAL & ASSOCIATES, INC. LB6490

108 W. COUNTRY CLUB DR.

TAMPA, FL 33612

STEPHEN M. TATE, P.S.M. 5242

P R O

FESSIONAL EN

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EE

R

L I C E N S E

F L O R I D A

BE

NJ

AM

IN S. RODGERS

P R O

FESSIONAL EN

GIN

EE

R

L I C E N S E

F L O R I D A

JOR

DAN FOX

P R O

FESSIONAL SURV

EY

O R

L I C E N S E

F L O R I D A

ST

EPH

EN M. TATE

STATE OF

P R O

FESSIONAL ENGIN

EE

R

L I C E N S E

F L O R I D A

JU

LIA

N GUTIERREZ

No 48879

SHEET NO.

TE-7

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET DESCRIPTION

STANDARD MAST ARM ASSEMBLIES DATA TABLE

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

HNTB CORPORATION

ONE TAMPA CITY CENTER

201 N FRANKLIN ST. SUITE 1200

JULIAN GUTIERREZ, P.E. NO. 48879

TABULATION OF QUANTITIES

PAY

ITEM NO.

REF.

SHEET

FINALPLANFINAL PLANFINALPLAN FINALPLAN

DESCRIPTION

SHEET NUMBERS

UNIT

FINALPLANFINAL PLANFINALPLANFINALPLAN PLANFINAL

GRAND

TOTAL

TOTAL

THIS

SHEETTE-6

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM THE NECESSARY LENGTH OF THE PRE-TERMINATED FIBER

OPTIC DROP CABLE AT EACH LOCATION PRIOR TO ORDERING.

635-2-70:

THIS PAY ITEM SHALL INCLUDE THE COST ADJUST/RELOCATE EXISTING CONDUIT AND CLEAN AND RE-ROCK EXISTING

PULL/SPLICE BOX.

660-4-11, 660-4-12:

THE VIDEO DETECTION CAMERA SYSTEM SHALL BE ECONOLITE AUTOSCOPE VISION. INCLUDE AN AUTOSCOPE COMM MANAGER AS PART OF THE SYSTEM. COORDINATE WITH THE COUNTY TO ENSURE SOFTWARE AND FIRMWARE

COMPATIBILITY.

660-4-60:

INCLUDES REMOVAL OF ALL VIDEO DETECTION CAMERAS, BRACKETS, MOUNTING HARDWARE, AND CABLING. CABLING SHALL BE REMOVED IN FULL LENGTHS UNCUT. DELIVER ALL CAMERAS AND HARDWARE REMOVED TO PINELLAS COUNTY

PUBLIC WORKS.

663-111, 663-112:

THE OPTICAL PREEMPTION SYSTEM SHALL CONSIST OF OPTICOM MODEL 711 OVERHEAD DETECTORS AND A MODEL 764

PHASE SELECTOR.

670-5-112:

PROVIDE A CONTROLLER ASSEMBLY FULLY FIBER READY AND COMPATIBLE WITH ALL PINELLAS COUNTY REQUIREMENTS FOR INTEGRATION INTO THE COUNTY SYSTEM. THE CONTROLLER SHALL BE AN ECONOLITE COBALT.

682-1-113:

INCLUDE THE COST OF SURGE PROTECTION DEVICES (SPD) ON BOTH ENDS OF THE CAMERA POWER-OVER-ETHERNET (POE) CABLE AND THE JUNCGION BOXES NEEDED FOR HOUSTING THE SPD. FOR THE NEAR SIDE (CABINET SIDE) SPD PLACE THE SPD INSIDE THE TRAFFIC CONTROLLER CABINET. FOR THE FAR SIDE SPD PLACE THE SPD IN A WATER-PROOF JUNCTION BOX NEAR THE CAMERA MOUNTING BRACKET AND ON TOP OF THE TRAFFIC SIGNAL MAST ARM.

685-1-13:

THE UPS SHALL BE A MYERS 2000E INSTALLED IN A SEPARATE CABINET ON THE CONTROLLER BASE AS PER COUNTY

STANDARDS.

GOVERNING SPECIFICATIONS AND STANDARDS:

1. FLORIDA DEPARTMENT OF TRANSPORTATION DIVISION II AND III OF "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", (JANUARY 2022) AND ALL SUPPLEMENTAL SPECIFICATIONS THERETO. STANDARD SPECIFICATIONS ARE AVAILABLE AT THE FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

2. FLORIDA DEPARTMENT OF TRANSPORTATION FY (2022-2023) STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs). STANDARD PLANS FOR ROAD CONSTRUCTION AND IRs ARE AVAILABLE AT THE FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS. COMPLIANCE WITH ALL APPLICABLE INDICES IS

REQUIRED.

3. STATE OF FLORIDA "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS", 2018 (FLORIDA GREENBOOK) HTTP://WWW.FDOT.GOV/ROADWAY/FLORIDAGREENBOOK/FGB.SHTM

4. PINELLAS COUNTY "STANDARD TECHNICAL SPECIFICATIONS FOR UTILITIES & RELATED CONSTRUCTION" JANUARY 2022

AVAILABLE ON-LINE:HTTP://WWW.PINELLASCOUNTY.ORG/TECHNICAL/

5. PINELLAS COUNTY "STANDARD ENGINEERING DETAILS" JUNE 2022 AVAILABLE ON-LINE:

HTTP://WWW.PINELLASCOUNTY.ORG/TECHNICAL/

6. PINELLAS COUNTY "TRAFFIC OPERATIONS SIGNAL STANDARDS" 2017.1 EDITION AVAILABLE BY REQUEST WHEN FDOT AND PINELLAS COUNTY SPECIFICATIONS DIFFER, PINELLAS COUNTY SPECIFICATIONS SHALL TAKE PRECEDENCE IF PINELLAS

COUNTY'S IS MORE STRINGENT AS DETERMINED BY THE ENGINEER.

7. PINELLAS COUNTY SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION, APRIL 2022

8. WHEN FDOT AND PINELLAS COUNTY SPECIFICATIONS DIFFER, PINELLAS COUNTY SPECIFICATIONS SHALL TAKE

PRECEDENCE IF PINELLAS COUNTY'S IS MORE STRINGENT AS DETERMINED BY THE ENGINEER.

NOTIFICATIONS:

1. CONTACT PINELLAS COUNTY TRAFFIC ENGINEERING, (727-464-8922) PRIOR TO THE BEGINNING OF WORK TO CHECK

FOR UPDATES TO STANDARDS OR OTHER INFORMATION.

2. ONE WEEK PRIOR TO THE BEGINNING OF WORK, NOTIFY:

MR. JOHN LEMONIAS, PINELLAS COUNTY

22211 US 19 NORTH CLEARWATER, FL 33765

PHONE: (727) 420-6270

MR. VINCE HARPER, PINELLAS COUNTY

22211 US HIGHWAY 19 NORTH

CLEARWATER, FL 33765

PHONE: (727) 410-6301

MR. WAYNE DEMPSEY

FDOT DISTRICT SEVEN TRAFFIC OPERATIONS

CONSTRUCTION LIAISON

FLORIDA DEPARTMENT OF TRANSPORTATION

11201 NORTH McKINLEY DRIVE

TAMPA, FLORIDA 33612

PHONE (813) 975-6226

3. GIVE THE ENGINEER A MINIMUM OF TWO FULL BUSINESS DAYS NOTICE PRIOR TO FOUNDATION EXCAVATION FOR

MAST ARMS FOR FINAL LOCATION APPROVAL.

4. OBTAIN LOCAL PERMITS TO WORK OUTSIDE THE FDOT AND COUNTY RIGHT OF WAY ON LOCAL STREETS.

WORK SUPERVISION:

1. AN I.M.S.A. CERTIFIED LEVEL II (ELECTRONICS OR ELECTRICAL) TECHNICIAN ON THE JOB SITE AT ALL TIMES WHEN

WORKING WITHIN THE TRAFFIC SIGNAL CONTROLLER CABINET, SIGNAL POLES OR MAST ARM ASSEMBLIES.

2. RESPOND TO CALLS TWENTY-FOUR HOURS A DAY, SEVEN DAYS A WEEK. WITHIN THREE HOURS OF NOTIFICATION OR

DOCUMENTED ATTEMPTED NOTIFICATION, THE CONTRACTOR SHALL BE ON-SITE MAKING NEEDED REPAIRS OR MODIFICATIONS. FAILURE TO MEET THE TIME REQUIREMENTS GIVES THE COUNTY, AT THEIR DISCRETION, THE RIGHT TO REQUEST ASSISTANCE FROM LOCAL LAW ENFORCEMENT TO CONTROL TRAFFIC FOR THE PERIOD OF TIME UNTIL THE CONTRACTOR RESPONDS AND MAKES NEEDED REPAIRS. THE COST FOR LAW ENFORCEMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COUNTY, AT THEIR DISCRETION, ALSO HAS THE RIGHT TO BRING IN ASSISTANCE TO MAKE NEEDED REPAIRS AND BE REIMBURSED BY THE CONTRACTOR, IF THE CONTRACTOR CANNOT

MEET THE TIME REQUIREMENTS.

3. A SUPERINTENDENT FOR THE PRIME CONTRACTOR IS REQUIRED TO BE ON SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. ALL WORKERS ON THE JOB SITE WILL BE COURTEOUS TO THE PUBLIC AT ALL TIMES AND SHALL REFER ANY QUESTIONS OR CONCERNS TO THE CONTRACTOR'S SUPERINTENDENT OR THE COUNTY INSPECTOR. THE SUPERINTENDENT SHALL SPEAK AND UNDERSTAND ENGLISH AND SHALL BE AVAILABLE AT ALL TIMES FOR TIMELY RESOLUTION OF PROJECT RELATED ISSUES. PROVIDE A 24 HOUR EMERGENCY PHONE NUMBER TO THE COUNTY INSPECTOR.

TRAFFIC CONTROL/EQUIPMENT:

1. DURING CONSTRUCTION ALL EXISTING SIGNALIZATION SHALL REMAIN IN PLACE, INCLUDING VEHICLE ACTUATION AND

PEDESTRIAN SIGNAL OPERATION. ALL ACTUATED PHASES SHALL BE MAINTAINED DURING THE PROJECT, INCLUDING WHEN LOOPS OR OTHER DETECTION DEVICES ARE DAMAGED. THE USE OF MICROWAVE DETECTORS OR THE INSTALLATION OF NEW LOOPS WITHIN 48 HOURS OF DAMAGE SHALL BE MADE FOR FULL DETECTOR ACTUATION UNTIL THE PROPOSED VIDEO

DETECTION IS ACTIVATED.

2. UNLESS OTHERWISE NOTED, ALL REMOVED AND SURPLUS EQUIPMENT SHALL BE DELIVERED TO THE PINELLAS COUNTY TRAFFIC SIGNAL SHOP, BETWEEN 6:30 AM AND 4:30 PM MONDAY THRU THURSDAY, LOCATED AT 22211 US 19 NORTH, CLEARWATER, FL 33765. PROVIDE A MINIMUM FORTY-EIGHT HOURS NOTICE PRIOR TO DELIVERY. THE CONTACT PHONE

NUMBER IS (727) 464-8922.

3. THROUGHOUT THE ENTIRE PROJECT, MAINTAIN COMMUNICATIONS BETWEEN THE COMPUTERIZED SIGNAL SYSTEM, THE INTERSECTION AND ADJACENT INTERSECTIONS (WHERE APPLICABLE) VIA INTERCONNECT CABLE AND BE RESPONSIBLE FOR ANY ADDITIONAL COST RELATED TO MAINTAIN THE COMMUNICATIONS. CONTACT PINELLAS COUNTY TRAFFIC ENGINEERING ONE WEEK PRIOR TO ANY WORK WHICH MAY CAUSE DISRUPTION OF COMMUNICATIONS.

FIELD VERIFICATION AND ADJUSTMENTS:

1. ADJUST EQUIPMENT OR COMMUNICATION INFRASTRUCTURE FROM LOCATIONS SHOWN ON THE PLANS WHEN NECESSARY

DUE TO FIELD CONDITIONS AFTER APPROVAL FROM THE ENGINEER. ANY DEVIATIONS FROM THE CONSTRUCTION

DOCUMENTS SHALL BE RECORDED ON THE AS-BUILT PLANS AND TABULATION SHEETS.

GENERAL CONSTRUCTION:

1. RETURN ALL DISTURBED AREAS TO PRECONSTRUCTION CONDITIONS WITHIN 72 HOURS OF THE CONSTRUCTION ACTIVITY.

THIS INCLUDES RESTORATION OF GRADE AND SODDING FOR STABILIZATION AND WATERING OF THE SOD UNTIL IT HAS

TAKEN ROOT.

2. ALL REFERENCES IN THE PLANS TO RIGID CONDUIT SHALL BE INSTALLED AS RIGID GALVANIZED STEEL CONDUIT (RGSC).

ALL HARDWARE REQUIRED TO OFFSET THE RIGID CONDUIT FROM EXISTING INFRASTRUCTURE SHALL BE OF SIMILAR

MATERIALS TO PREVENT CATHODIC REACTIONS.

3. FURNISH THE INSPECTOR AND PINELLAS COUNTY TRAFFIC SIGNAL SHOP THREE COMPLETE SETS OF AS-BUILT PLANS, BORE LOGS AND RESISTANCE READINGS OF BOTH LOOPS AND GROUND RODS PRIOR TO FINAL INSPECTION OF THE PROJECT. PLANS MUST INCLUDE DEPTH AND OFFSET OF ALL CABLES INSTALLED. IN ADDITION, SUBMIT ONE SET OF COMPLETE AS-BUILT PLANS TO BOTH FDOT DISTRICT SEVEN TRAFFIC OPERATIONS AND FDOT PINELLAS MAINTENANCE.

SEND A WRITTEN REQUEST TO PINELLAS COUNTY TRAFFIC ENGINEERING TO TRANSFER MAINTENANCE FROM THE

CONTRACTOR TO THE COUNTY UPON PASSING THE FINAL INSPECTION.

4. IF SIDEWALK IS DAMAGED OR REMOVED DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL REPLACE THE ENTIRE SIDEWALK SLAB FROM EXPANSION JOINT TO EXPANSION JOINT AT THE CONTRACTOR'S EXPENSE. SIDEWALK

DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITHIN 72 HOURS.

5. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW FOR ALL EQUIPMENT AND MATERIALS FURNISHED AND INSTALLED. FURNISH COPIES OF ALL DRAWINGS, SCHEDULES, AND COMPLETE DESCRIPTIVE AND TECHNICAL DATA ON

ALL ITEMS.

6. THE ACCEPTANCE OF ANY SUBMITTED DATA FOR MATERIALS, EQUIPMENT, APPARATUS, DEVICES, ARRANGEMENTS, AND/OR LAYOUTS SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PLACING PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTITIES, AND INSTALLATION DETAILS TO EFFICIENTLY PERFORM THE REQUIREMENT AND INTENT OF THE CONTRACT. SUCH ACCEPTANCE SHALL NOT RELIEVE THE CONTRACTOR FROM

RESPONSIBILITY FOR ERRORS OR ANY SORT ON THE SUBMITTAL FORM.

7. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO PINELLAS COUNTY CODE CHAPTER 58, ENVIRONMENT, ARTICLE XII - NOISE, SECTION 58-441 THROUGH 58-454.

8. ANY DAMAGE TO PINELLAS COUNTY OR FDOT INFRASTRUCTURE RESULTING FROM THE PROPOSED DIRECTIONAL DRILLING MUST BE REPAIRED BY THE CONTRACTOR IMMEDIATELY FOLLOWING THE DAMAGING EVENT AT THE

CONTRACTOR'S EXPENSE.

UTILITIES:

1. THE LOCATION OF UTILITIES SHOWN IN THE PLANS IS APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED

BY THE CONTRACTOR, AT HIS EXPENSE AND IN COORDINATION WITH UNDERGROUND AND OVERHEAD UTILITY OWNERS PRIOR TO DIGGING OR ANY DIRECTIONAL BORE EFFORTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY NOTIFICATIONS AND COORDINATION WITH UTILITY OWNERS FOR ANY ADJUSTMENTS THAT MAY BE NECESSARY TO RESOLVE ANY CONFLICTS THAT MAY ARISE BETWEEN THE CONTRACTORS ACTIVITIES AND EXISTING UTILITY LOCATIONS. A CONTRACTORS REPRESENTATIVE SHALL BE PRESENT WHEN THE UTILITY OWNERS LOCATE THEIR FACILITIES. NOTIFY THE APPROPRIATE UTILITY OWNERS AT LEAST 72-HOURS IN ADVANCE OF FOUNDATION OR POLE SETTING OPERATIONS WHERE CONFLICT WITH OVERHEAD OR UNDERGROUND UTILITIES IS POSSIBLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION. THE COSTS ASSOCIATED WITH UTILITY COORDINATION AND UTILITY LOCATING SHALL BE INCLUDED IN MOBILIZATION.

2. FDOT DOES NOT LOCATE THEIR DRAINAGE STRUCTURES AS PART OF SUNSHINE ONE CALL. VERIFY EXISTING UNDERDRAIN AT STORM STRUCTURES WITH FDOT MAINTENANCE PERSONNEL. MAINTAIN A MINIMUM OF TWO-FOOT

CLEARANCE FROM THE UNDERDRAIN FILTER MATERIAL, PARALLEL AND CROSSING.

3. ALL INFRASTRUCTURE INSTALLED WITHIN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH PRACTICES

REFERENCED IN THE LATEST FDOT UTILITY ACCOMMODATIONS MANUAL.

4. CONTACT THE POWER UTILITY PROVIDING ELECTRICAL SERVICE TO DETERMINE IF A SERVICE PROCESSING FEE OR SPECIAL IMPACT CONNECTION FEES ARE CHARGED BY THE UTILITY FOR ELECTRICAL SERVICE CONNECTION.

5. AS PART OF THE PAYMENT FOR ELECTRICAL POWER SERVICE ASSEMBLY, OBTAIN A PERMIT AND INSPECTION OF THE ELECTRICAL SERVICE. ALL PERMIT FEES SHALL BE INCLUDED IN THE POWER SERVICE ASSEMBLY COST. THE METER BASE SHALL INCLUDE A BYPASS HANDLE TO ALLOW CONTINUOUS VOLTAGE UNDER METER CHANGE OUT.

6. ALL UTILITIES IDENTIFIED IN A UTILITY RELOCATION SCHEDULE INTERFERING WITH CONSTRUCTION WILL BE REMOVED, RELOCATED, OR ADJUSTED BY THEIR RESPECTIVE OWNER AT THEIR EXPENSE. THE CONTRACTOR SHALL

COORDINATE WITH THE UTILITY OWNERS UPON AWARD OF THE CONTRACT TO ENSURE UTILITY

ADJUSTMENTS/RELOCATIONS ARE SCHEDULED OR COMPLETE. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNERS THROUGHOUT THE DURATION OF THE PROJECT AND ENSURE ALL POTENTIAL CONFLICTS ARE ADDRESSED SO

AS NOT TO DELAY THE PROJECT.

7. CONTACT THE LOCAL POWER COMPANY FOR THEIR ASSISTANCE IN PERFORMING ALL NECESSARY WORK IN CLOSE PROXIMITY TO POWER LINES AND MEET ALL APPLICABLE OSHA AND NESC REQUIREMENTS REGARDING CLEARANCE FROM POWER LINES AND EQUIPMENT GROUNDING. THE TYPE OF EQUIPMENT USED WHEN WORKING UNDER OVERHEAD

UTILITIES SHALL MEET THE FOLLOWING REQUIREMENTS:

A. OVERHEAD LINES SHALL STAY IN PLACE BOTH VERTICALLY AND HORIZONTALLY

B. ANY COSTS ASSOCIATED WITH THE TYPE OF EQUIPMENT AND COORDINATION REQUIRED FOR THIS INSTALLATION IS

INCLUDED IN THE RELATED STRUCTURE OR DEVICE PAY ITEMS

C. WORK WITH POWER UTILITY TO DE-ENERGIZE LINES WHEN NECESSARY.

8. THE CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF PINELLAS COUNTY UTILITY LINES AT THE POINT OF CROSSING WITH THE DIRECTIONAL BORE TO PREVENT DAMAGE TO PINELLAS COUNTY UTILITIES.

9. MINIMUM 12” VERTICAL SEPARATION BETWEEN A COUNTY UTILITY AND PROPOSED CONDUITS.

10. PERFORM SUBSURFACE UTILITY ENGINEERING (SUE) AT EACH FOUNDATION. THE SUE EFFORT SHALL BE QUALITY

LEVEL A. THE COST TO PERFORM THIS ACTIVITY SHALL BE INCLUDED IN THE MAST ARM PAY ITEM.

PAY ITEM NOTES:

102-1000:

SHALL INCLUDE THE COST FOR ALL TRAFFIC CONTROL RELATED PAY ITEMS INCLUDING THOSE REQUIRED BY THE FDOT STANDARD PLANS INDEX 102 SERIES. THIS PAY ITEM SHALL ALSO INCLUDE ALL COSTS TO MAINTAIN ALL TRAFFIC SIGNALIZATION INCLUDING VEHICLE ACTUATION AND PEDESTRIAN SIGNAL OPERATIONS, UNLESS OTHERWISE SHOWN IN

THE PLANS.

630-2-11, 630-2-12:

NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED. ALL CONDUIT RUNS SHOWN ON THE PLANS

ARE SCHEMATIC AND FIELD ADJUSTMENTS MAY BE NECESSARY.

633-2-31:

UNLESS NOTED OTHERWISE, DROP FIBER SPLICE ENCLOSURES AND TRAYS AS REQUIRED BY THIS CONTRACT SHALL BE

SIZED TO ACCOMMODATE A MINIMUM OF 24 SPLICES.

633-3-35C:

THESE PAY ITEMS SHALL INCLUDE THE COST OF THE FIBER OPTIC DROP CABLES. THE DROP CABLES SHALL BE 12 COUNT. THE CONTRACTOR MAY SUBMIT ANOTHER PRODUCT THAT INCLUDES 12 COUNT FIBER AND PATCH PANEL WITH DUPLEX ST CONNECTORS IN PLACE OF THE PRE-TERMINATED PATCH PANEL. THE SIZE SHALL NOT EXCEED THAT OF THE FACTORY PRE-TERMINATED PATCH CABLE/PANEL, AND SHALL INCLUDE A SMALL FORM MOUNT AND SHALL BE REVIEWED AND APPROVED BY THE ENGINEER. THE COST FOR EACH PRE-TERMINATED DROP CABLE SHALL INCLUDE TWO DUPLEX FIBER PATCH CABLES. EACH PATCH CABLE SHALL BE THREE FEET LONG AND HAVE ST CONNECTORS ON ONE

END AND LC CONNECTORS ON THE OTHER.

TRAFFIC CONTROL PLAN NOTES:

1. MAINTAIN TRAFFIC ON THE EXISTING ROADWAY BY USE OF THE FDOT FY 2022-23 STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, INDEX NUMBERS 102-600 THROUGH 102-670 AS APPROPRIATE FOR THE WORK BEING

PERFORMED

2. DURING NON-WORKING HOURS NO EQUIPMENT, VEHICLES OR MATERIALS SHALL BE PARKED OR STORED WITHIN THE

CLEAR ZONE OF ANY ROADWAY.

3. REGULATORY SPEEDS SHALL BE THE SAME AS THE EXISTING POSTED SPEEDS THROUGH THE PROJECT LIMITS.

4. GROUND MOUNTED SIGNS MAY BE USED IN LIEU OF POST MOUNTED SIGNS ONLY IF CONSTRUCTION OPERATION WILL NOT EXCEED A 12-HOUR PERIOD. SIGNS ARE TO BE IN ACCORDANCE WITH THE FDOT STANDARD PLANS INDEX 102-600

SERIES AND AS SPECIFIED IN THE MUTCD.

5. A LANE CLOSURE SHALL BE REQUIRED WHENEVER A BOOM ARM OR BUCKET CROSSES A TRAVEL LANE. THIS ALSO APPLIES TO INSTALLING STRUCTURE COMPONENTS AND EQUIPMENT OVER THE TRAVEL LANES. ALL WORK REQUIRING A LANE CLOSURE SHALL BE DONE BETWEEN 10:00 PM AND 6:00 AM. THIS TIME FRAME MAY BE FURTHER LIMITED BY

SPECIAL EVENTS OR HOLIDAYS AS OUTLINED IN THE SPECIFICATIONS.

A.THE CONTRACTOR SHALL, AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE CAUSING EXTENDED TRAFFIC CONGESTION (5-MINUTE DELAY) UNTIL TRAFFIC HAS RETURNED TO AN ACCEPTABLE FLOW AS

DETERMINED BY THE ENGINEER.

B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF ANY LANE CLOSURES.

C. DURING PERIODS OF LANE CLOSURES THE CONTRACTOR SHALL PROVIDE DEDICATED CREW FOR THE INSTALLATION, MAINTENANCE AND REMOVAL OF THE TRAFFIC CONTROL DEVICES, BARRICADES, SIGNS, ARROW BOARDS, ETC. THIS CREW SHALL CONSIST OF AT LEAST THREE MEMBERS OF THE CONTRACTOR'S WORK FORCE WHOSE SOLE RESPONSIBILITY SHALL BE THE MAINTENANCE OF TRAFFIC CONTROL. THE CONTRACTOR SHALL FURNISH A WORK

VEHICLE TO AID IN MAINTAINING THE CONTROL DEVICES.

D. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A WRITTEN PLAN WHICH DETAILS EACH ACTIVITY INVOLVED IN THE LANE CLOSURE. THE PLAN SHALL INCLUDE BACK-UP PLANS FOR ACTIVITIES CRITICAL TO RE-OPENING THE LANES TO TRAFFIC. THE BACK-UP PLAN SHALL INCLUDE THE ACTIVITIES OF ALL SUBCONTRACTOR'S OPERATIONS AS WELL AS THE PRIME CONTRACTOR'S. NO LANE CLOSURE WILL BE ALLOWED WITHOUT A PLAN TO ACHIEVE RE-OPENING.

E. LANE CLOSURES SHALL NOT BE PERFORMED DURING HOLIDAY PERIODS AS LISTED IN THE SPECIFICATIONS AND WEDNESDAY NIGHT PRIOR TO THANKSGIVING DAY. IN ADDITION TO THESE AND PREVIOUSLY SPECIFIED LIMITATIONS ON LANE CLOSURES, THE COUNTY MAY DEFINE ADDITIONAL DAYS WHEN NO LANE CLOSURES WILL BE PERMITTED. THE CONTRACTOR WILL BE PROVIDED NO LESS THAN 7 DAYS NOTICE OF THESE EVENTS AND THEY SHALL BE AT NO

ADDITIONAL COSTS OR TIME TO THE COUNTY.

F. THERE WILL BE NO LANE CLOSURES OR SIGNAL SHUTDOWNS ON COUNTY ROADS MONDAY THROUGH FRIDAY BETWEEN

6:00 AM AND 10:00 PM.

G. THE CONTRACTOR IS ALERTED THAT CITY ROAD AND STATE ROADS MAY HAVE DIFFERENT TIME PERIOD RESTRICTING LANE CLOSURES. THE CITY AND STATE PERMITS, IF NECESSARY, WILL STIPULATE THESE TIMES.

H. THE CONTRACT WILL BE PERMITTED TO WORK IN THE ROADWAY DURING ALL OTHER PERIODS, UNLESS INFORMED OTHERWISE BY THE ENGINEER. FULL TRAFFIC CAPACITY AND SIGNAL OPERATION SHALL BE RESTORED BY THE CONTRACTOR AT THE END OF EACH WORKDAY. IN NO CASE SHALL THE CONTRACTOR CLOSE MORE THAN ONE LANE

WITHOUT PRIOR APPROVAL OF THE ENGINEER.

6. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE MOVEMENT OF VEHICLES AND PEDESTRIANS THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING DELIVERIES AND DROP-OFFS IN WORK ZONES. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ANY AND ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES IN ACCORDANCE WITH THE FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

7. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN PATHWAYS WITHIN THE PROJECT LIMITS AT ALL TIMES THROUGHOUT ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT, MATERIALS, DEBRIS, OR EXCAVATION ON THE SIDEWALK OR WITHIN THE PEDESTRIAN PATHWAY. ALL PEDESTRIAN DETOURS SHALL BE SIGNED

IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 102-660.

8. THE CONTRACTOR SHALL NOTIFY LOCAL LAW ENFORCEMENT OF ANY LANE CLOSURES THAT MAY EXIST LONGER THAN

TWO HOURS. ALL LANE CLOSURES SHALL BE APPROVED BY THE ENGINEER.

UTILITY OWNERS:

COMPANY CONTACT PERSON CONTACT NUMBER

1. CLEARWATER GAS SYSTEM JACINTA GARCIA CORCOBA (727) 422-9998

2. DUKE ENERGY- ST PETE STEPHANIE OLMO (407) 905-3376

3. FRONTIER COMMUNICATIONS TONI CANNON (813) 875-1014

4. KNOLOGY BROADBAND OF FL RICHARD LAGANGA (727) 422-8040

5. CENTURYLINK NETWORK RELATIONS (877) 366-8344 X2

6. CHARTER COMMUNCATIONS JEREMY CORNETTE (863) 581-5734

7. PINELLAS COUNTY UTILITIES-SEWER TREVOR SINGH (727) 464-3536

8. PINELLAS COUNTY UTILITIES-RECLAIM TREVOR SINGH (727) 464-3536

9. PINELLAS COUNTY UTILITIES-WATER TREVOR SINGH (727) 464-3536

10. PINELLAS COUNTY - HWY/ENG JAMES JOHNSON (727) 464-8981

11. UNITI FIBER LLC BOB MENSCHING (904) 718-8152

182181180179

TRAFFIC SIGNAL / PINELLAS COUNTY

TR

A

FF

IC

S

IG

N A L

PI

N

EL

LA

S

C O U N

TY

ATMS / PINELLAS COUNTY

TO LOOP

TO LOOP A

TM

S

PI

N

EL

LA

S

C O U N

TY

A

TM

S

PI

N

EL

LA

S

C O U N

TY

TR

A

FF

IC

S

IG

N A L

PI

N

EL

LA

S

C O U N

TY

TRAFFIC SIGNAL /PINELLAS COUNTY

TRAFFIC SIGNAL /

PINELLAS COUNTY

TR

A

FF

IC

S

IG

N A L

PI

N

EL

LA

S

C O U N

TY

SA

N

IT

A R Y

FO

R C E

M A

IN

PI

N

EL

LA

S

C O U N

TY

STA.

POLE LOCATION=

GND ELEV

FDN ELEV

180+81.42

69.42 LT.

1 34.50'

I V-4

FDN ELEV

173+92.73

65.98 RT.

2 32.30' I

V-2

I

V-1

I

V-3

4 4R7 4

338 8

C

D

A

B

P8 P6

P6

P4

P4

P2P2

EL. 34.96'

EL. 33.80'

EL. 32.78'

EL. 33.78'

P8

Arm-1

Arm-2

Arm-1

Arm-2

E

35.00'

32.80'

Feet 40200 10

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

8 AS

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

TIMING FUNCTION

EXISTING CONTROLLER TIMINGS

TI

M

IN

G F U N C

TI

ON

EXTENSION

MINIMUM GREEN

SIGNAL HEAD DETAILS

P2

P6

A

B

1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8

653-1-11

3-SECT., 1-WAY3-SECT., 1-WAY

8 AS

650-1-14

R

Y

G

NOTES:

1. MAJOR STREET IS TAMPA RD (MOVEMENTS 1, 5, 2, & 6). MINOR STREET IS LAKE SAINT GEORGE DR (MOVEMENTS 3, 4, 7, & 8).

2. FLASHING OPERATION IS YELLOW FOR MAIN STREET THROUGH MOVEMENTS AND RED FOR MAJOR STREET LEFT TURN AND ALL MINOR STREET MOVEMENTS.

3. FOR OVERHEAD INTERNALLY ILLUMINATED STREET NAME SIGN DETAILS SEE SHEET TE-8.

4. EACH PHASE/MOVEMENT SHALL BE WIRED FROM THE SIGNAL DISPLAY TO THE CONTROLLER AS A SEPARATE PHASE/MOVEMENT. THIS INCLUDES LEFT TURN MOVEMENTS. EACH LEFT TURN MOVEMENT SHALL HAVE CONDUCTORS AVAILABLE FOR PROTECTED AND PERMISSIVE OPERATION.

5. ELEVATIONS SHOWN AT THE BASE OF THE MAST ARM POLES ARE GROUND ELEVATIONS AND TOP OF FOUNDATION ELEVATIONS MEASURED AT THE CENTER OF

THE FOUNDATION.

6. EXISTING SOP AND TIMINGS TO REMAIN.

7. THE CONTRACTOR SHALL SOFT DIG AT THE LOCATION OF THE SE MAST ARM AND VERIFY THAT THE MAST ARM FOUNDATION WILL NOT IMPACT THE NEARBY

PINELLAS COUNTY UTILITIES.

8. THE CONTRACTOR SHALL SOFT DIG AT THE LOCATION OF THE NW AND NE PEDESTRIAN SIGNAL POLE FOUNDATION WILL NOT IMPACT THE NEARBY PINELLAS

COUNTY UTILITIES. THE UTILITY SHALL BE PROTECTED DURING CONSTRUCTION.

9. FOR THE PROPOSED CURB AND GUTTER NEAR THE CURB RAMPS, REMOVE AND RECONSTRUCT THE CURB AND GUTTER PORTION ADJACENT TO THE RAMP TO MAKE THE AREA IN FRONT OF THE RAMP A FLAT TRANSITION. THE NEW GUTTER NEEDS TO MEET ADA STANDARDS WHILE MAINTAINING EXISTING GRADE

FOR STORMWATER FLOW.

10. FOR THE PROPOSED FIBER PULL BOX AT THE NORTHEAST CORNER, DIG AND INTERCEPT EXISTING ATMS 2" CONDUIT. CUT CONDUIT RUN AND BRING UP CONDUIT FROM THE EAST INTO PROPOSED PULL BOX AND KEEP WITHIN EASEMENT LINES. CONDUIT WEST OF THIS PULL BOX WILL BE PROPOSED AND CONDUIT EAST OF THIS PULL BOX WILL REMAIN EXISTING. SEE SPLICE DIAGRAM FOR MORE DETAILS.

11. CUT FIBER TRUNKLINE INSIDE NORTHEAST CORNER SPLICE VAULT ON THE WEST SIDE OF THE EXISTING SPLICE TO THE CCTV. PULL FIBER TRUNKLINE FROM NORTHWEST CORNER SPLICE VAULT. THEN REROUTE FIBER THROUGH PROPOSED CONDUIT PATH BACK TO NORTHEAST CORNER SPLICE VAULT. SPLICE

THE DROP FROM THE TRAFFIC CABINET AND SPLICE THE OTHER FIBERS COLOR TO COLOR.

4 AS

650-1-14

Y

G

R

P4

P8

7 12 7 12

4.8 4.8 4.8 4.83.7 3.7

4.2 4.1 4.1

23 353523

2.0 4.2 2.0

MIN MIN

5 10 5 101515

4 4 3 43 3

20 60 40 15 60 60

2060 6040 40

(1)

(3)

(2)

(2)

(2)

(2)

(2)

3.7 3.7

4.1 4.1

35 20

60 15

S.O.P. 10

P6

G G

Y Y

R

47 4R(1) (1)

(1)

(2)

(1)

P2

P6

P2

P8

P4

P8

P4

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

FTP-68B-06

Tampa Rd

4 EA

V-1 V-2

VIDEO DETECTOR CHART

DETECTOR

NO.

V-3

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing

If Started

TIME REMAINING

To Finish Crossing

DON'T CROSS

STEADY

TIMER

FLASHING

PUSH BUTTON

TO CROSS

FTP-68B-06

Lake St George Dr

DZ-2, DZ-5

V-4

INTERNALLY ILLUMINATED

STREET NAME SIGNS

DZ-4,

DZ-3, DZ-8

DZ-1,

ZONE

4 EA

DZ-7

DZ-6

DZ-4R,

4 EA 700-5-22

5-SECT., 1-WAY

1 AS

650-1-19

4-SECT., 1-WAY

1 AS

650-1-16

FY

C

E

L-1 1 L-5

LOOPS NO. OF

LOOPS

NO OF

DETECTORS

L-2A

MOVEMENT DELAY TIME

(SEC.)CHANNEL NO.

L-6A

DETECTORS FOR LOOPS

L-2B

L-2C

L-6B

L-6C L-3A 3

L-4R 4R

L-3B

L-8

L-7

L-4

5 sec

*POLE 1: RELOCATE CONFLICTING (1) 1" TRAFFIC SIGNAL CONDUIT (2.15' DEPTH)

RELOCATE CONFLICTING (1) 1.25" GRAY PVC TRAFFIC SIGNAL CONDUIT (2.51' DEPTH)

RELOCATE CONFLICTING (2) 2" GRAY PVC ATMS CONDUIT (2.78' DEPTH)

**POLE 2: RELOCATE CONFLICTING (3, WITH 2 PIPES CUT) 2" GRAY TRAFFIC SIGNAL CONDUIT

(1.89'-2.11' DEPTH)

RELOCATE CONFLICTING 4" DARK GRAY PVC UNKNOWN CONDUIT (2.01'-2.32' DEPTH)

RELOCATE CONFLICTING PEDESTRIAN SIGNAL POLE

2 (3)

1 AS 700-11-391

SY

R

G

BLANK-OUT SIGN

D

4R

4R

SOIL

CLASSIFICATION

FRICTION

ANGLE (DEG)

SHEAR STRENGTH

(PSF)

STRUCTURE

ID

SPT 'N'

AVERAGE

SAT. UNIT

WEIGHT (PCF.)

SOIL PROPERTIES USED FOR DRILLED SHAFT DESIGN

FOUNDATION NOTES:

1. FOUNDATION DESIGN BASED ON DATA FROM BORINGS PERFORMED BY MC

2. FOR SOIL ASSUMPTIONS AND VALUES USED IN DESIGN, SEE FOUNDATION DATA TABLE. WATER

TABLE IS ASSUMED TO BE AT THE SOIL SURFACE.

3. THE CONTRACTOR SHOULD ANTICIPATE DIFFICULT DRILLED SHAFT INSTALLATION DUE TO THE

PRESENCE OF SATURATED, VERY LOOSE SANDY SOILS. THE PRESENCE OF DIFFICULT SOIL

CONDITIONS MAY OCCUR AT VARYING DEPTHS BELOW THE EXISTING GROUND SURFACE. THE

CONTRACTOR SHOULD ANTICIPATE POTENTIAL CAVE-IN OF THE SANDY SOILS, DIFFICULT

CONDITIONS TO RETAIN BENTONITE/POLYMER SLURRY INSIDE THE DRILLED HOLES DUE TO VERY

LOOSE SOIL CONDITIONS, AND POTENTIAL OVERRUNS OF CONCRETE WITHIN THE VERY LOOSE

ZONES.

4. LAYERS OF DENSE SAND MAY BE ENCOUNTERED AT THIS SITE. SUCH MATERIALS MAY MAKE

SHAFT EXCAVATION AND/OR TEMPORARY CASING INSTALLATION DIFFICULT. THE CONTRACTOR

SHALL EXPECT TO ENCOUNTER THESE TYPES OF MATERIALS AT THE SHAFT LOCATION AND

SHALL USE SPECIALIZED EQUIPMENT AND/OR PROCEDURES AS NECESSARY TO FACILITATE

SHAFT EXCAVATION AND/OR TEMPORARY CASING INSTALLATION. WHEN TEMPORARY CASING IS

USED, THE CASING TIP SHALL BE REINFORCED, AND THE CASING THICKNESS SHALL BE

ADEQUATE TO PREVENT CASING DAMAGE/DEFORMATION DURING INSTALLATION THROUGH HARD

LAYERS.

NOTES [Notes Date 11-01-16]:

1. IF AN ENTRY APPEARS IN COLUMN FAA, A SHORTER ARM IS REQUIRED. THIS IS OBTAINED BY REMOVING LENGTH FROM THE ARM TIP

AND THE ARM LENGTH SHORTENED FROM FA TO FAA. SAA SIMILAR.

2. IF AN ENTRY APPEARS IN COLUMN UAA, A SHORTER POLE IS REQUIRED. THIS IS OBTAINED BY REMOVING LENGTH FROM THE POLE TIP

AND THE POLE HEIGHT SHORTENED FROM UA TO UAA.

3. WORK THIS SHEET WITH THE SIGNAL DESIGNER’S “MAST ARM TABULATION”. SEE “MAST ARM TABULATION” FOR SPECIAL INSTRUCTIONS

THAT INCLUDE NON-STANDARD HANDHOLE LOCATION, PAINT COLOR, TERMINAL COMPARTMENT REQUIREMENT, AND PEDESTRIAN FEATURES.

4. WORK WITH 2022-23 DESIGN PLANS INDEX 649-030 AND 649-031.

5. MAST ARMS DESIGNED FOR FUTURE LUMINARIE.

UB

(ft.)

UAA

(ft.)

POLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

LL

(deg)

UF

(deg)

SECOND ARM

FAA

(ft.)

FIRST ARM

STRUCTURE

ID

NUMBERS

Table Date 11-01-16

DRILLED

SHAFT

ID

ARM

ID

DESIGNATION

POLE

ID

SAA

(ft.)

ARM

ID

A78/D - A70/D -

P6/D

A78/D A70/D P6/D 20.50 DS/20/567

21.00 DS/25/5

A78/D - A70/D -

P6/D

A78/D A70/D P6/D67

SAND 16 33 N/A 48.49

SAND 11 31 N/A 43.74

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

TO BE MEASURED IN A COUNTER CLOCKWISE

DIRECTION FROM ROADWAY ARM NO. 1.

ARM NO. 1 - SINGLE ARM POLE OR

LONGEST ARM FOR DOUBLE ARM POLE.

ARM

MOUNTING

HEIGHT

(ARM M.H.)

TOP OF FOUNDATION ELEVATIONTOTAL ARM LENGTH

DEVICE ADEVICE B

S

IG

N E

DEVICE CSIGN D

AH5E D C

H4

124 3

W3 W2W4

W5

B H3 H2

W1

H1

PAINT

COLOR* *3 W11 *

DEVICE DATA

2* 4 H1A

LOCATION

BY STA.

ARM

M.H.

DISTANCE FROM POLE / HEIGHT AND WIDTH OF DEVICEDISTANCE FROM POLE

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

SIGNAL DATA

SHEET

NO.

ID

NO.

TOP OF

FOUNDATION

ELEVATION

RDWY

ARM

NO.

CROWN

ELEV.

SIGNAL

V/H

BACK

PLATES

Y/N

PED.

SIGNAL

Y/N

TOTAL

ARM

LENGTH

∡ BETWEEN

DUAL ARMS

90/270

V Y N 58.0' 69.5'5 3 78.0'1 TE-6 9033.78'180+81.42, 69.42 LT. 35.00' 20.5' N/A

V Y N 29.0' 40.0' 51.0'3 3 3 67.0'34.96' 20.5'

W2H2B W3H3C

2.0' 2.0'

8.0'

7.0'20.9' - IISNS

43.0' - VVDS

61.5' - PREEMPT 66.0' - VVDS1.0' 0.5' 1.8' 0.7'

*5 *6 W4H4D E W5H5

1 V Y N 55.1' 65.7' 71.3'3 3 3 78.0'2 TE-6 33.80'173+92.73, 65.98 RT. 32.80' 21.0'77.0' 3

32.1' 43.1' 54.1'3 3 3 67.0' 21.0'65.1' 3

21.6' - IISNS 37.4' - PREEMPT62.0' 3

40.0' - IISNS

25.0' - IISNS

62.4' - PREEMPT

46.9' - PREEMPT 49.9' - VVDS

69.0' - VVDS

N/A N/A N/A

2.0' 7.0' 2.0' 8.0'

1.0' 0.5' 1.0' 0.5' 1.0' 0.5'

1.8' 0.7' 1.8' 0.7' 1.8' 0.7'2 V Y N32.78'

75.0' 4 72.3' - BLANKOUT2.4' 2.4'

Feet

20 40

A

C

D

B

I

I

B-5 B-6

B-7

B-8

L a k e

S t

G e o r g e

D r

Tampa Rd.

LEGEND

GRANULAR MATERIALS- RELATIVE DENSITY

VERY LOOSE

LOOSE

MEDIUM

DENSE

VERY DENSE

£ 4

4-10

10-30

30-50

GREATER THAN 50

SILTS AND CLAYS CONSISTENCY

VERY SOFT

SOFT

FIRM

STIFF

VERY STIFF

HARD

£ 2

2-4

4-8

8-15

15-30

GREATER THAN 30

SAFETY HAMMER SPT N-VALUE (BLOWS/FT)

(SC) Clayey fine SAND

N SPT N-VALUE

NMC NATURAL MOISTURE CONTENT (%)

-200 FINES PASSING A NO. 200 SIEVE (%)

GNA GROUNDWATER NOT APPARENT

HA HAND AUGER BORING

LL LIQUID LIMIT

PI PLASTICITY INDEX

OC ORGANIC CONTENT

SAFETY HAMMER SPT N-VALUE (BLOWS/FT)

WATER TABLE EXISTING

AT TIME OF BORING

(SP) Poorly-graded fine SAND

LOC LOSS OF CIRCULATION

WOH WEIGHT OF HAMMER

(SP-SM) Poorly-graded fine SAND with silt

(CH) Fat CLAY

(CL) Lean CLAY

(SP-SC) Poorly graded

SAND with clay

D E

P T

H

F

E E

T

BORING NO. B-5

DATE 10/7/21

Boring Terminated at 25 ft.

HA

N

GNA

NMC: 4.3%

-200: 2.4%

D E

P T

H

F

E E

T

20 20

BORING NO. B-6

DATE 10/7/21

BORING NO. B-7

DATE 10/6/21

BORING NO. B-8

DATE 10/6/21

Boring Terminated at 25 ft. Boring Terminated at 25 ft. Boring Terminated at 25 ft.

N N N

HA

HA

HA

HA

HA HA HA

4 4

NMC: 3.8%

-200: 97.2%

LL: 101

PI: 80

NMC: 6%

-200: 14.8%

NMC: 2.2%

-200: 7.7%

GNA GNA GNA

No Recovery, Material assumed same as above

Medium dense, light brownish gray, poorly graded

SAND with silt (SP-SM)

Very loose to loose, dark gray to yellowish brown, poorly graded SAND (SP)

Very loose to loose, dark gray to yellowish brown, poorly graded SAND (SP)

Medium dense to dense, light brownish gray, poorly graded

SAND with clay (SP-SC)

Loose, light gray, clayey SAND (SC)

Medium dense, yellowish brown, poorly graded

SAND with silt (SP-SM)

Very loose to loose, dark gray to yellowish brown, poorly graded SAND (SP)

Firm to stiff, light gray, fat CLAY (CH)

Firm to very stiff, light greenish gray, fat CLAY (CH)

Medium dense, light gray, poorly graded

SAND with silt (SP-SM)

Very loose to loose, dark gray to yellowish brown, poorly graded SAND (SP)

NAMEDATE APPROVED BY:REVISION

SUPERVISED BY:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

SHEET NO.MC PROJ. NO.

DATE

NAME

5808-A Breckenridge Parkway

Tampa, FL 33610

Ph:813-623-3399 Fax:813-623-6636

Geotechnical Consultants

MC SQUARED, INC.

JF

KF

KF

JF

FLORIDA ENGINEERING CERTIFICATE OF

AUTHORIZATION No. 9191

Jordan Fox, P.E.

FLORIDA LICENSE No. 87472

LEGEND:

Plan Provided By: HNTB

Approximate Boring Location

Report of Core Borings (Tampa Rd and Lake St George Dr)

10/14/2021

10/14/2021

11/29/2021 T022102.009

Pinellas Intersection Improvements

Pinellas County, FL

ES-1 178+12.99 4.43' LT. RIM = 38.50

INV. W (18" RCP) = 30.04

INV. E (18" RCP) = 30.03

ACP 302 1357868.978 422913.150 SET 5/8" CAPPED IRON ROD "TP-RP LB 6429"38.24 178+46.28 51.67' RT. TAMPA ACP 306 1357977.028 423065.947 SET MAG NAIL & DISK "TP-RP LB 6429"35.86 180+00.51 54.34' LT. TAMPA

ACP 305 1357874.648 423104.483 SET MAG NAIL & DISK "TP-RP LB 6429"35.56 180+37.67 48.55' RT. TAMPA

ACP 311 1357972.188 423339.565 SET 5/8" CAPPED IRON ROD "TP-RP LB 6429"31.97 182+71.00 51.33' LT. TAMPA ACP 310 1357869.004 423362.353 SET 5/8" CAPPED IRON ROD "TP-RP LB 6429"29.32 182+99.21 50.51' RT. TAMPA

ACP 309 1357788.305 423242.205 SET MAG NAIL & DISK "TP-RP LB 6429"34.41 48+63.55 38.71' RT. LAKE ACP 308 1357810.010 423165.713 SET MAG NAIL & DISK "TP-RP LB 6429"34.67 48+86.29 37.48' LT. LAKE ACP 301 1358004.263 423159.237 SET MAG NAIL & DISK "TP-RP LB 6429"33.18 50+80.61 41.33' LT. LAKE

ACP 300 1358231.024 423225.593 SET 5/8" CAPPED IRON ROD "TP-RP LB 6429"24.26 53+06.45 28.08' RT. LAKE

ACP 303 1357537.880 423246.100 SET 5/8" CAPPED IRON ROD "TP-RP LB 6429"35.35 N/A N/A N/A ACP 304 1357836.093 423655.275 SET MAG NAIL & DISK "TP-RP LB 6429"21.79 N/A N/A N/A

ES-2 180+54.20 9.09' LT. RIM = 35.98

INV. W (18" RCP) = 28.99

INV. E (24" RCP) = 25.78

INV. S (18" RCP) = 25.66

INV. N (18" RCP) = 31.49

ES-3 180+50.79 43.57' RT. TOP = 35.20

INV. N (18" RCP) = 30.16

INV. E (6" PLASTIC) = 30.70

ES-4 180+51.41 51.13' LT. TOP = 35.30

INV. S (18" RCP) = 32.04

INV. E (6" PVC) = 33.27

ES-5 49+02.54 29.82' LT. TOP = 32.65

INV. E (18" RCP) = 29.08

ES-6 49+01.27 29.16' RT. TOP = 33.46

INV. W (18" RCP) = 28.61

INV. N (18" RCP) = 28.56

ES-7 182+22.52 44.48' RT. TOP = 31.03

INV. N (18" RCP) = 25.69

INV. E (6" PVC) = 25.62

ES-8 184+02.23 53.62' RT. GRATE = 25.70

INV. E (18" RCP) = 19.68

INV. SW (24" RCP) = 21.64

ES-9 182+25.86 1.32' RT. RIM = 31.90

INV. S (18" RCP) = 25.01

INV. W (24" RCP) = 24.98

INV. E (24" RCP) = 25.02

INV. E (6" PVC) = 27.55

ES-10 53+25.67 19.06' LT. RIM = 23.29

INV. E (18"RCP) = 18.87

INV. S (6" PVC) = 20.39

INV. N (6" PVC) = 20.37

ES-11 53+24.37 16.90' RT. RIM = 23.37

INV. W (18" RCP) = 18.44

INV. N (18" RCP) = 18.37

INV. S (6" PVC) = 18.88

Beginning chain TAMPA description Point 100 N 1,357,920.1035 E 422,872.3611 Sta 178+06.18

Course from 100 to PC 1 N 89° 14' 08.18" E Dist 289.1799

Curve Data P.I. Station 182+74.34 N 1,357,926.3490 E 423,340.4770 Delta = 7° 08' 59.38" (RT) Degree = 2° 00' 00.02" Tangent = 178.9776 Length = 357.4905 Radius = 2,864.7820 External = 5.5854 Long Chord = 357.2586 Mid. Ord. = 5.5745 S. E. = 0.000 P.C. Station 180+95.36 N 1,357,923.9614 E 423,161.5154 P.T. Station 184+52.85 N 1,357,906.4437 E 423,518.3442 C.C. N 1,355,059.4343 E 423,199.7328 Back = N 89° 14' 08.25" E Ahead = S 83° 36' 52.37" E Chord Bear = S 87° 11' 22.06" E Ending chain TAMPA description Beginning chain LAKE description Point 103 N 1,357,571.2328 E 423,206.4274 Sta 46+46.98

Course from 103 to 104 N 0° 46' 28.03" W Dist 353.0151

Point 104 N 1,357,924.2156 E 423,201.6559 Sta 50+00.00

Course from 104 to 105 N 0° 46' 28.20" W Dist 345.5886

Point 105 N 1,358,269.7727 E 423,196.9845 Sta 53+45.58 Ending chain LAKE description

PROP 303 1357865.876 422555.832 FOUND 5/8" IRON ROD NO IDENTIFICATIONN/A 174+88.96 321.14' RT. TAMPA

PROP 305 1357868.621 422741.712 FOUND NAIL & DISK "LS 2512"N/A 176+74.86 140.43' RT. TAMPA

PROP 304 1357866.368 422616.117 FOUND NAIL & DISK "PLS 5052 KAI"N/A 175+49.24 261.82' RT. TAMPA

PROP 302 1357980.688 422908.336 FOUND PK NAIL AND DISK "LB 208 LLOVERAS"N/A 178+42.96 60.10' LT. TAMPA

DS 11 1358003.502 423240.485 FOUND CAPPED 5/8" IRON ROD "WITNESS CORNER LB 5265"N/A 181+73.23 79.57' LT. TAMPA

DS 12 1357971.288 423342.240 FOUND 1/2" IRON ROD NO IDENTIFICATIONN/A 182+73.67 50.56' LT. TAMPA

DS 1 1358017.100 423992.473 FOUND 5/8" CAPPED IRON ROD ILLEGIBLEN/A 50+82.18 792.00' RT. LAKE

DS 2 1358106.869 423846.205 FOUND 1/2" IRON ROD NO IDENTIFICATIONN/A 51+73.92 646.96' RT. LAKE DS 3 1358141.198 423763.031 FOUND 5/8" IRON ROD NO IDENTIFICATIONN/A 52+09.37 564.26' RT. LAKE

DS 5 1358178.752 423597.471 FOUND 5/8" IRON ROD NO IDENTIFICATIONN/A 52+49.16 399.22' RT. LAKE

DS 7 1358183.593 423499.731 FOUND 5/8" IRON ROD NO IDENTIFICATIONN/A 52+55.32 301.55' RT. LAKE

DS 8 1358180.478 423237.978 FOUND NAIL & DISK NO IDENTIFICATIONN/A 52+55.74 39.78' RT. LAKE

PROP 300 1358180.656 423238.099 FOUND NAIL & DISK NO IDENTIFICATIONN/A 52+55.92 39.91' RT. LAKE

DS 4 1358196.875 423650.118 FOUND NAIL & DISK "LB 6569"N/A 52+66.57 452.11' RT. LAKE

DS 6 1358208.628 423499.506 FOUND NAIL & DISK "RLS 1762"N/A 52+80.36 301.67' RT. LAKE

DS 9 1358229.934 423237.492 FOUND NAIL & DISK "PLS 6845"N/A 53+05.20 39.97' RT. LAKE

DS 10 1358258.932 423157.087 FOUND 5/8" CAPPED IRON ROD "LLOVERAS PLS 1762"N/A 53+35.28 40.04' LT. LAKE

CONC. CURB

CONC.

CURB

C O N C

C U R

BC

O N C

C U R B

C O N C

C U R

B BURIED GAS BURIED CABLE

BURIED GAS

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RECLAIMED WATER / PINELLAS COUNTY

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PID 004183F

COUNTYWIDE MAST ARM SIGNAL HARDENING AND

INTERSECTION IMPROVEMENT

WEST LAKE RD AT TAMPA RD

TF-1

TF-2

TF-3

TF-4 - TF-5

TF-6

TF-7

TF-9

TF-10

TF-11 - TF-12

TF-13

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET DESCRIPTION

KEY SHEET

SIGNATURE SHEET

TABULATION OF QUANTITIES

GENERAL NOTES

SIGNALIZATION PLAN

ROADWAY PLAN

GUIDESIGN WORKSHEET

SPLICING DIAGRAM

BEST MANAGEMENT PRACTICES PLANS & NOTES

MAST ARM TABULATION

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

HNTB CORPORATION

ONE TAMPA CITY CENTER

201 N FRANKLIN ST. SUITE 1200

BENJAMIN S. RODGERS, P.E. NO. 80350

TF-14

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET DESCRIPTION

REPORT OF CORE BORING

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

MC SQUARED, INC.

GEOTECHNICAL CONSULTANTS

5808-A BRECKENRIDGE PARKWAY

TAMPA, FL 33610

JORDAN FOX, P.E. NO. 87472

TF-15 - TF-20

THE ABOVE NAMED PROFESSIONAL SURVEYOR AND MAPPER SHALL BE RESPONSIBLE

FOR THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 5J-17.062, F.A.C.

SHEET DESCRIPTION

LAND SURVEYOR REPORT

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

ECHEZABAL & ASSOCIATES, INC. LB 6490

108 W. COUNTRY CLUB DR.

TAMPA, FL 33612

STEPHEN M. TATE, P.S.M. 5242

P R O

FESSIONAL EN

GIN

EE

R

L I C E N S E

F L O R I D A

BE

NJ

AM

IN S. RODGERS

P R O

FESSIONAL EN

GIN

EE

R

L I C E N S E

F L O R I D A

JOR

DAN FOX

P R O

FESSIONAL SURV

EY

O R

L I C E N S E

F L O R I D A

ST

EPH

EN M. TATE

STATE OF

P R O

FESSIONAL ENGIN

EE

R

L I C E N S E

F L O R I D A

JU

LIA

N GUTIERREZ

No 48879

SHEET NO.

TF-8

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET DESCRIPTION

STANDARD MAST ARM ASSEMBLIES DATA TABLE

THIS ITEM HAS BEEN DIGITALLY

SIGNED AND SEALED BY

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED

AND THE SIGNATURE MUST BE VERIFIED

ON ANY ELECTRONIC COPIES.

HNTB CORPORATION

ONE TAMPA CITY CENTER

201 N FRANKLIN ST. SUITE 1200

JULIAN GUTIERREZ, P.E. NO. 48879

TABULATION OF QUANTITIES

PAY

ITEM NO.

REF.

SHEET

FINALPLANFINAL PLANFINALPLAN FINALPLAN

DESCRIPTION

SHEET NUMBERS

UNIT

FINALPLANFINAL PLANFINALPLANPLAN FINALPLAN PLANFINAL

GRAND

TOTAL

TOTAL

THIS

SHEETTF-6

TF-7

GOVERNING SPECIFICATIONS AND STANDARDS:

1. FLORIDA DEPARTMENT OF TRANSPORTATION DIVISION II AND III OF "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", (JANUARY 2022) AND ALL SUPPLEMENTAL SPECIFICATIONS THERETO. STANDARD SPECIFICATIONS ARE AVAILABLE AT THE FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/PROGRAMMANAGEMENT/IMPLEMENTED/SPECBOOKS

2. FLORIDA DEPARTMENT OF TRANSPORTATION FY (2022-2023) STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION AND APPLICABLE INTERIM REVISIONS (IRs). STANDARD PLANS FOR ROAD CONSTRUCTION AND IRs ARE AVAILABLE AT THE FOLLOWING WEBSITE: HTTP://WWW.FDOT.GOV/DESIGN/STANDARDPLANS. COMPLIANCE WITH ALL APPLICABLE INDICES IS

REQUIRED.

3. STATE OF FLORIDA "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS", 2018 (FLORIDA GREENBOOK) HTTP://WWW.FDOT.GOV/ROADWAY/FLORIDAGREENBOOK/FGB.SHTM

4. PINELLAS COUNTY "STANDARD TECHNICAL SPECIFICATIONS FOR UTILITIES & RELATED CONSTRUCTION" JANUARY 2022

AVAILABLE ON-LINE:HTTP://WWW.PINELLASCOUNTY.ORG/TECHNICAL/

5. PINELLAS COUNTY "STANDARD ENGINEERING DETAILS" JUNE 2022 AVAILABLE ON-LINE:

HTTP://WWW.PINELLASCOUNTY.ORG/TECHNICAL/

6. PINELLAS COUNTY "TRAFFIC OPERATIONS SIGNAL STANDARDS" 2017.1 EDITION AVAILABLE BY REQUEST WHEN FDOT AND PINELLAS COUNTY SPECIFICATIONS DIFFER, PINELLAS COUNTY SPECIFICATIONS SHALL TAKE PRECEDENCE IF PINELLAS

COUNTY'S IS MORE STRINGENT AS DETERMINED BY THE ENGINEER.

7. PINELLAS COUNTY SUPPLEMENTAL SPECIFICATIONS FOR ROADWAY AND GENERAL CONSTRUCTION, APRIL 2022.

8. WHEN FDOT AND PINELLAS COUNTY SPECIFICATIONS DIFFER, PINELLAS COUNTY SPECIFICATIONS SHALL TAKE

PRECEDENCE IF PINELLAS COUNTY'S IS MORE STRINGENT AS DETERMINED BY THE ENGINEER.

NOTIFICATIONS:

1. CONTACT PINELLAS COUNTY TRAFFIC ENGINEERING, (727-464-8922) PRIOR TO THE BEGINNING OF WORK TO CHECK

FOR UPDATES TO STANDARDS OR OTHER INFORMATION.

2. ONE WEEK PRIOR TO THE BEGINNING OF WORK, NOTIFY:

MR. JOHN LEMONIAS, PINELLAS COUNTY

22211 US 19 NORTH CLEARWATER, FL 33765

PHONE: (727) 420-6270

MR. VINCE HARPER, PINELLAS COUNTY

22211 US HIGHWAY 19 NORTH

CLEARWATER, FL 33765

PHONE: (727) 410-6301

MR. WAYNE DEMPSEY

FDOT DISTRICT SEVEN TRAFFIC OPERATIONS

CONSTRUCTION LIAISON

FLORIDA DEPARTMENT OF TRANSPORTATION

11201 NORTH McKINLEY DRIVE

TAMPA, FLORIDA 33612

PHONE (813) 975-6226

3. GIVE THE ENGINEER A MINIMUM OF TWO FULL BUSINESS DAYS NOTICE PRIOR TO FOUNDATION EXCAVATION FOR

MAST ARMS FOR FINAL LOCATION APPROVAL.

4. OBTAIN LOCAL PERMITS TO WORK OUTSIDE THE FDOT AND COUNTY RIGHT OF WAY ON LOCAL STREETS.

WORK SUPERVISION:

1. AN I.M.S.A. CERTIFIED LEVEL II (ELECTRONICS OR ELECTRICAL) TECHNICIAN ON THE JOB SITE AT ALL TIMES WHEN

WORKING WITHIN THE TRAFFIC SIGNAL CONTROLLER CABINET, SIGNAL POLES OR MAST ARM ASSEMBLIES.

2. RESPOND TO CALLS TWENTY-FOUR HOURS A DAY, SEVEN DAYS A WEEK. WITHIN THREE HOURS OF NOTIFICATION OR

DOCUMENTED ATTEMPTED NOTIFICATION, THE CONTRACTOR SHALL BE ON-SITE MAKING NEEDED REPAIRS OR MODIFICATIONS. FAILURE TO MEET THE TIME REQUIREMENTS GIVES THE COUNTY, AT THEIR DISCRETION, THE RIGHT TO REQUEST ASSISTANCE FROM LOCAL LAW ENFORCEMENT TO CONTROL TRAFFIC FOR THE PERIOD OF TIME UNTIL THE CONTRACTOR RESPONDS AND MAKES NEEDED REPAIRS. THE COST FOR LAW ENFORCEMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COUNTY, AT THEIR DISCRETION, ALSO HAS THE RIGHT TO BRING IN ASSISTANCE TO MAKE NEEDED REPAIRS AND BE REIMBURSED BY THE CONTRACTOR, IF THE CONTRACTOR CANNOT

MEET THE TIME REQUIREMENTS.

3. A SUPERINTENDENT FOR THE PRIME CONTRACTOR IS REQUIRED TO BE ON SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. ALL WORKERS ON THE JOB SITE WILL BE COURTEOUS TO THE PUBLIC AT ALL TIMES AND SHALL REFER ANY QUESTIONS OR CONCERNS TO THE CONTRACTOR'S SUPERINTENDENT OR THE COUNTY INSPECTOR. THE SUPERINTENDENT SHALL SPEAK AND UNDERSTAND ENGLISH AND SHALL BE AVAILABLE AT ALL TIMES FOR TIMELY RESOLUTION OF PROJECT RELATED ISSUES. PROVIDE A 24 HOUR EMERGENCY PHONE NUMBER TO THE COUNTY INSPECTOR.

TRAFFIC CONTROL/EQUIPMENT:

1. DURING CONSTRUCTION ALL EXISTING SIGNALIZATION SHALL REMAIN IN PLACE, INCLUDING VEHICLE ACTUATION AND

PEDESTRIAN SIGNAL OPERATION. ALL ACTUATED PHASES SHALL BE MAINTAINED DURING THE PROJECT, INCLUDING WHEN LOOPS OR OTHER DETECTION DEVICES ARE DAMAGED. THE USE OF MICROWAVE DETECTORS OR THE INSTALLATION OF NEW LOOPS WITHIN 48 HOURS OF DAMAGE SHALL BE MADE FOR FULL DETECTOR ACTUATION UNTIL THE PROPOSED VIDEO

DETECTION IS ACTIVATED.

2. UNLESS OTHERWISE NOTED, ALL REMOVED AND SURPLUS EQUIPMENT SHALL BE DELIVERED TO THE PINELLAS COUNTY TRAFFIC SIGNAL SHOP, BETWEEN 6:30 AM AND 4:30 PM MONDAY THRU THURSDAY, LOCATED AT 22211 US 19 NORTH, CLEARWATER, FL 33765. PROVIDE A MINIMUM FORTY-EIGHT HOURS NOTICE PRIOR TO DELIVERY. THE CONTACT PHONE

NUMBER IS (727) 464-8922.

3. THROUGHOUT THE ENTIRE PROJECT, MAINTAIN COMMUNICATIONS BETWEEN THE COMPUTERIZED SIGNAL SYSTEM, THE INTERSECTION AND ADJACENT INTERSECTIONS (WHERE APPLICABLE) VIA INTERCONNECT CABLE AND BE RESPONSIBLE FOR ANY ADDITIONAL COST RELATED TO MAINTAIN THE COMMUNICATIONS. CONTACT PINELLAS COUNTY TRAFFIC ENGINEERING ONE WEEK PRIOR TO ANY WORK WHICH MAY CAUSE DISRUPTION OF COMMUNICATIONS.

FIELD VERIFICATION AND ADJUSTMENTS:

1. ADJUST EQUIPMENT OR COMMUNICATION INFRASTRUCTURE FROM LOCATIONS SHOWN ON THE PLANS WHEN NECESSARY

DUE TO FIELD CONDITIONS AFTER APPROVAL FROM THE ENGINEER. ANY DEVIATIONS FROM THE CONSTRUCTION

DOCUMENTS SHALL BE RECORDED ON THE AS-BUILT PLANS AND TABULATION SHEETS.

GENERAL CONSTRUCTION:

1. RETURN ALL DISTURBED AREAS TO PRECONSTRUCTION CONDITIONS WITHIN 72 HOURS OF THE CONSTRUCTION ACTIVITY.

THIS INCLUDES RESTORATION OF GRADE AND SODDING FOR STABILIZATION AND WATERING OF THE SOD UNTIL IT HAS

TAKEN ROOT.

2. ALL REFERENCES IN THE PLANS TO RIGID CONDUIT SHALL BE INSTALLED AS RIGID GALVANIZED STEEL CONDUIT (RGSC).

ALL HARDWARE REQUIRED TO OFFSET THE RIGID CONDUIT FROM EXISTING INFRASTRUCTURE SHALL BE OF SIMILAR

MATERIALS TO PREVENT CATHODIC REACTIONS.

TRAFFIC CONTROL PLAN NOTES:

1. MAINTAIN TRAFFIC ON THE EXISTING ROADWAY BY USE OF THE FDOT FY 2022-23 STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION, INDEX NUMBERS 102-600 THROUGH 102-670 AS APPROPRIATE FOR THE WORK BEING

PERFORMED

2. DURING NON-WORKING HOURS NO EQUIPMENT, VEHICLES OR MATERIALS SHALL BE PARKED OR STORED WITHIN THE

CLEAR ZONE OF ANY ROADWAY.

3. REGULATORY SPEEDS SHALL BE THE SAME AS THE EXISTING POSTED SPEEDS THROUGH THE PROJECT LIMITS.

4. GROUND MOUNTED SIGNS MAY BE USED IN LIEU OF POST MOUNTED SIGNS ONLY IF CONSTRUCTION OPERATION WILL NOT EXCEED A 12-HOUR PERIOD. SIGNS ARE TO BE IN ACCORDANCE WITH THE FDOT STANDARD PLANS INDEX 102-600

SERIES AND AS SPECIFIED IN THE MUTCD.

5. A LANE CLOSURE SHALL BE REQUIRED WHENEVER A BOOM ARM OR BUCKET CROSSES A TRAVEL LANE. THIS ALSO APPLIES TO INSTALLING STRUCTURE COMPONENTS AND EQUIPMENT OVER THE TRAVEL LANES. ALL WORK REQUIRING A LANE CLOSURE SHALL BE DONE BETWEEN 10:00 PM AND 6:00 AM. THIS TIME FRAME MAY BE FURTHER LIMITED BY

SPECIAL EVENTS OR HOLIDAYS AS OUTLINED IN THE SPECIFICATIONS.

A. THE CONTRACTOR SHALL, AT THE DISCRETION OF THE ENGINEER, OPEN ANY TEMPORARY LANE CLOSURE CAUSING EXTENDED TRAFFIC CONGESTION (5-MINUTE DELAY) UNTIL TRAFFIC HAS RETURNED TO AN ACCEPTABLE FLOW AS

DETERMINED BY THE ENGINEER.

B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF ANY LANE CLOSURES.

C. DURING PERIODS OF LANE CLOSURES THE CONTRACTOR SHALL PROVIDE DEDICATED CREW FOR THE INSTALLATION, MAINTENANCE AND REMOVAL OF THE TRAFFIC CONTROL DEVICES, BARRICADES, SIGNS, ARROW BOARDS, ETC. THIS CREW SHALL CONSIST OF AT LEAST THREE MEMBERS OF THE CONTRACTOR'S WORK FORCE WHOSE SOLE RESPONSIBILITY SHALL BE THE MAINTENANCE OF TRAFFIC CONTROL. THE CONTRACTOR SHALL FURNISH A WORK

VEHICLE TO AID IN MAINTAINING THE CONTROL DEVICES.

D. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A WRITTEN PLAN WHICH DETAILS EACH ACTIVITY INVOLVED IN THE LANE CLOSURE. THE PLAN SHALL INCLUDE BACK-UP PLANS FOR ACTIVITIES CRITICAL TO RE-OPENING THE LANES TO TRAFFIC. THE BACK-UP PLAN SHALL INCLUDE THE ACTIVITIES OF ALL SUBCONTRACTOR'S OPERATIONS AS WELL AS THE PRIME CONTRACTOR'S. NO LANE CLOSURE WILL BE ALLOWED WITHOUT A PLAN TO ACHIEVE RE-OPENING.

E. LANE CLOSURES SHALL NOT BE PERFORMED DURING HOLIDAY PERIODS AS LISTED IN THE SPECIFICATIONS AND WEDNESDAY NIGHT PRIOR TO THANKSGIVING DAY.