Plans-004183A_Group_2.pdf

Lawrence P Moore

2022.09.22 12:20:53-04'00'

Kenneth B Ray Digitally signed by Kenneth B Ray Date: 2022.09.22 15:12:15 -04'00'Jared N Knight

Digitally signed by Jared N Knight DN: CN=Jared N Knight, dnQualifier=A01410D0000017EB6AB99A7000589F9, O=VANASSE HANGEN BRUSTLIN INC., C=US

Date: 2022.09.22 17:16:31-04'00'

GOVERNING SPECIFICATIONS AND STANDARDS:

1. FLORIDA DEPARTMENT OF TRANSPORTATION DIVISION II AND III OF "STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", (JANUARY 2021) 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 (2021-2022) 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

PINELLAS COUNTY "STANDARD TECHNICAL SPECIFICATIONS FOR UTILITIES &

RELATED CONSTRUCTION" APRIL 2022 AVAILABLE ON-LINE:

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

5. PINELLAS COUNTY "STANDARD ENGINEERING DETAILS" FEBRUARY 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.

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.

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. 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.

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

SURVEY:

1. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA

PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA

IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT

PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

PATRICK MCCORMACK, P.S.M.

P.S.M. NO.: 6494

COMPANY NAME: CUMBEY & FAIR INC.

COMPANY ADDRESS: 2463 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

LICENSED BUSINESS: 2168

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.

MAST ARM

1. PROVIDE FOUR (4) 2" CONDUITS INTO THE MAST ARM UPRIGHTS.

2. ALL SIGNAL ASSEMBLIES ON THE MAST ARM SHALL HAVE A VERTICAL

CLEARANCE OF 17.5' (MINIMUM) TO 19' (MAXIMUM) FROM THE BOTTOM OF THE

ASSEMBLY TO THE HIGHEST POINT OF THE ROAD BENEATH.

3. THERE ARE MAST ARM LOCATIONS ADJACENT TO RIGHT OF WAY.

CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO NOT ENCROACH OUTSIDE OF

RIGHT OF WAY AT ANY TIME DURING CONSTRUCTION WHERE EASEMENTS ARE

NOT PRESENT.

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 DEDICATED TELEPHONE LINES

AND/OR 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.

4. WHEN CONTRACTOR IS WORKING ON A SIGNAL IN AN INTERSECTION

(INSTALLING CONDUIT IN THE STREET, REMOVING EXISTING SIGNAL

EQUIPMENT, INSTALLING NEW SIGNAL EQUIPMENT, LOOPS AND RUNS, OR

TURNING ON A NEW SIGNAL) WHERE A LANE IS CLOSED, THE PROJECT

ENGINEER MAY REQUIRE AN OFF-DUTY LAW ENFORCEMENT OFFICER TO DIRECT

TRAFFIC. THE CONTRACTOR SHALL PROVIDE AN OFF-DUTY LAW ENFORCEMENT

OFFICER WHEN REQUIRED BY THE ENGINEER OR BY PERMIT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COSTS FOR THE OFFICER. THE HOURLY RATE

OF PAY FOR AN OFF-DUTY LAW ENFORCEMENT OFFICER CAN BE OBTAINED

FROM THE LOCAL LAW ENFORCEMENT OFFICE.

5. VIDEO VEHICLE DETECTION SYSTEM SHALL BE COMPATIBLE WITH THE

TRAFFIC CONTROLLER SYSTEM SPECIFIED IN PINELLAS COUNTY ROAD AND

BRIDGE SPECIFICATIONS.

LOOPS

1. INDUCTIVE LOOPS SHALL BE 6'X20' AND 2' BEHIND STOP BARS FOR MAIN

STREET THROUGH MOVEMENTS AND 6'X25' AND 2' IN FRONT OF STOP BARS FOR

ALL LEFT TURNS AND SIDE STREET MOVEMENTS.

POWER SERVICE:

1. DISCONNECTS SHALL INCLUDE FDOT APPROVED SURGE ARRESTORS.

UTILITY CONTACT PHONE NUMBER

CHARTER COMMUNICATIONS ARTURAS DUBINAS (727) 290-1509

CITY OF PINELLAS PARK BRUCE CANFIELD (727) 369-5722

CROWN CASTLE NG WALTER GRUGER (215) 622-5927

DUKE ENERGY FL CARTER WILLIAMS (727) 348-8384

FRONTIER COMMUNICATIONS STEPHENS GRANVILLE (813) 486-4650

WOW! DAVE HAMLIN (678) 409-8721

MCI ANDREW COLE (813) 847-4037

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

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

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

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

UNITI FIBER TERRY YOUNG (251) 422-3872

ZAYO TESS BENTAYOU (813) 363-6797

PAY ITEM NOTES:

1. 110-0100: CLEAR AND GRUBBING SHALL INCLUDE REMOVAL OF CONCRETE.

2. 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.

3. 102-14: INCLUDES COST FOR OFF DUTY LAW ENFORCEMENT OFFICER

PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH TRAFFIC CONTROL

EQUIPMENT NOTES THAT ARE NOT SPECIFICALLY CALLED OUT IN THE TRAFFIC

CONTROL PLANS.

4. 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. A LOCATE WIRE

SHALL BE INSTALLED FOR LOCATION OF ALL FIBER OPTIC CABLES. ALL LOCATE

WIRE SHALL BE NO. 12 AWG STRANDED AND MEET FDOT SPECIFICATIONS. A

PULL TAPE SHALL BE INSTALLED IN EACH CONDUIT. AT LEAST THREE FEET OF

PULL TAPE SHALL BE ACCESSIBLE AT EACH CONDUIT TERMINATION AND SHALL

BE SECURED WITHIN THE PULL BOX OR PLACE OF TERMINATION. PAYMENT

SHALL BE BASED PER LINEAR FOOT OF CONDUIT AND INCLUDE LOCATE WIRE

AND PULL TAPE.

5. 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.

6. 633-3-35(B): 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. 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.

7. 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.

8. 663-1-111, 663-1-112: THE OPTICAL PREEMPTION SYSTEM SHALL

CONSIST OF OPTICOM MODEL 711 OVERHEAD DETECTORS AND A MODEL 764

PHASE SELECTOR.

9. 685-1-13: THE UPS SHALL BE A MYERS 2000E INSTALLED IN A SEPARATE

CABINET ON THE CONTROLLER BASE AS PER COUNTY STANDARDS.

8. 680-1-400: PAY ITEM INCLUDES ALL COSTS ASSOCIATED WITH

RELOCATING, INSTALLING, AND TESTING OF EXISTING ADAPTIVE SYSTEM

CONTROL EQUIPMENT TO PROPOSED SIGNAL CABINET. VIDEO DETECTION

SYSTEM SHALL BE REPLACED AS CALLED FOR IN THE PLANS.

9. 670-5-112: PROVIDE 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.

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

CONTRACTOR'S ACTIVITIES AND EXISTING UTILITY LOCATIONS. A CONTRACTOR'S

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. 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.

3. 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.

4. ALL INFRASTRUCTURE INSTALLED WITHIN THE RIGHT-OF-WAY SHALL BE

IN ACCORDANCE WITH PRACTICES REFERENCED IN THE LATEST FDOT UTILITY

ACCOMMODATIONS MANUAL.

5. 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.

6. 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.

V

B

7. 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.

8. CONTACT THE LOCAL POWER COMPANTY 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 UNLESS NOT COMPLETED AS PART OF PRIOR AS PART OF

UTILITY COORDINATION.

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.

9. AT LOCATIONS WHERE UNDERGROUND UTILITIES ARE IN CLOSE PROXIMITY

TO THE DEVICE POLE. THE CONTRACTOR SHALL HAND DIG THE FIRST 48

INCHES OF THE HOLE FOR THE POLE FOUNDATIONS, OR THE CONDUIT RUN. NO

SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. THE COST TO PERFORM

THIS ACTIVITY SHALL BE INCLUDED IN THE ASSOCIATED COST OF THE

INSTALLED INFRASTRUCTURE.

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Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

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D I G I T A L L Y

S I G N E D

A N D

S E A L E D

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G

F A C

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S D

S( D)

V

V

V

V

VDZ 6B 6'x20'

VDZ 6A 6'x20'

VDZ 6C 6'x20'

VDZ 1A 6'x25'

VDZ 5A 6'x25'

VDZ 2C 6'x20'

VDZ 2B 6'x20'

VDZ 2A 6'x20'

V D Z

A

'x

V D Z

B

'x

V D Z

C

'x

V D Z

B

'x

V D Z

A

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V D Z

B

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A

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C

'x

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'x

L-6C

L-6B

L-6A

L-2C

L-2B

L-2A

L-1A

L- 7B

L- 7A

L- 4C

L- 4B

L- 4A

L-5A

L-8 A

L-8 B

L-8 C

L-3 A

L-3 B

B

P2 P2 P8

P8 P6

P6 P4

P4

1079 1080 1081 1082 1083 1084 1085

N

1"

0'

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Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

D I G I T A L L Y

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

G

F A

STANDARD MAST ARM ASSEMBLIES DATA TABLE

STRUCTURE

ID

NUMBERS

DESIGNATION

FIRST ARM SECOND ARM

UF

(deg)

LL

(deg)

POLE SPECIAL DRILLED SHAFT DATA

ARM ID

FAA

(ft.) ARM ID

FAA

(ft.)

POLE

TYPE

UAA

(ft.)

UB

(ft.)

UCA

(in.)

DA

(ft.)

DB

(ft.) RA RB RC

RD

(in.) RE

RF

(in.)

1 A78/S-P6/S A78/S P6/S 20.0 30.0 5.0 11 18 10 6 10 9

2 A70/S/H-P5/S A70/S/H P5/S 20.0 30.0 5.0 11 18 10 6 10 9

3 A60/S-P4/S A60/S P4/S 20.5 29.0 4.5 11 15 10 6 10 9

4 A78/S/H-P6/S A78/S/H P6/S 20.0 25.0 5.0 11 18 10 6 10 9

POLE 1:

SOIL FRICTION ANGLE = 29 DEGREES

SOIL WEIGHT = 43 PCF

N-VALUE (BLOWCOUNTS) = 5

POLE 2:

SOIL FRICTION ANGLE = 28 DEGREES

SOIL WEIGHT = 40 PCF

N-VALUE (BLOWCOUNTS) = 5

POLE 3:

SOIL FRICTION ANGLE = 28 DEGREES

SOIL WEIGHT = 40 PCF

N-VALUE (BLOWCOUNTS) = 5

POLE 4:

SOIL FRICTION ANGLE = 29 DEGREES

SOIL WEIGHT = 43 PCF

N-VALUE (BLOWCOUNTS) = 7

NOTES:

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. ARM MOUNTING HEIGHT UB MUST BE BETWEEN 18-22 FEET.

4. POLE TYPES P2 AND LARGER REQUIRE A MINIMUM 4.5 FOOT DIAMETER DRILLED SHAFT. POLE

TYPES P5 AND LARGER REQUIRE A MINIMUM 5.0 FOOT DIAMETER DRILLED SHAFT.

5. WORK THIS SHEET WITH THE SIGNAL DESIGNER'S "MAST ARM TABULATION". SEE "MAST ARM TABULATION" FOR SPECIAL INSTRUCTIONS THAT INCLUDE NON-STANDARD HANDHOLE LOCATIONS, PAINT COLOR, TERMINAL COMPARTMENT REQUIREMENT, AND PEDESTRIAN FEATURES.

6. WORK WITH INDEX 649-030 AND 649-031.

FOUNDATION NOTES:

1. DESIGN OF DRILLED SHAFT FOUNDATIONS IS BASED ON BORINGS TAKEN AND SEALED BY TIERRA, INC.

2. CONCRETE VOLUME OVERRUNS MAY OCCUR DURING THE SHAFT INSTALLATION PROCESS DUE TO THE

LOOSE CONDITIONS OF THE SANDY SOILS ENCOUNTERED WITHIN THE BORINGS.

3. TEMPORARY CASING SHALL BE UTILIZED FOR THE FULL DEPTH OF THE DRILLED SHAFT FOUNDATION

DURING SHAFT INSTALLATION AT ALL FOUR (4) POLE LOCATIONS.

4. THE FOLLOWING ASSUMPTIONS AND VALUES WERE USED IN DESIGN:

v h b c o m g b l p r o j O r l a n d o

P a r k a t

B e l c h e r

M a s t

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Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

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STATE OF

FLORIDA

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1. Type of Survey: Topographic Survey

2. Field work completed on May 14, 2021 as recorded in Cumbey & Fair field book, CF Misc 156, Pages 28-33.

3. Bearings and coordinate values shown hereon are based on the Florida State Plane Coordinate System, West zone, North American Datum of 1983 (2011 Adjustment) using the FDOT Florida Permanent Reference Network with a MAX Solution.

4. Vertical control is based on control points "SKYVIEW K" and "409 FLHD" having elevations of 14.71' and 8.57' respectively. Said points are referenced to the North American Vertical Datum of 1988 (Adjusted).

5. This is not a boundary survey. Property line shown hereon is approximate and is based on the section tax maps, Plats, and official records of Pinellas County, Florida.

6. There may be additional easements and/or restrictions affecting these properties that may be found in the Public Records of this county.

7. Alignment shown hereon has not been field monumented and is shown graphically only.

8. This survey contains subsurface utilities physically exposed by vacuum excavation in accordance with Quality

Level A SUE investigation techniques. Electronically designated lines as depicted in the map of survey have been obtained by the use of electronic designating equipment and/or ground penetrating radar in accordance with Quality Level B SUE investigation techniques; these lines may deviate from the actual utility location and should be considered approximate.

9. Utility owner’s names used in this report reflect information obtained from field observations, field meetings, and utility research and may not reflect actual ownership.

10. Topographic features are limited to what is shown hereon.

11. Foundation encroachments, if any, were not investigated.

12. The intended display scale of maps shown hereon is 1" = 20' or 1:240. Attention is directed to the fact that these maps may have been altered in size by reproduction. Only use originals to obtain scaled data.

13. Additions or deletions to this report by other than the signing party or parties are prohibited without the written consent of the signing party or parties.

14. This Survey Report or copies thereof are not valid without the signature and the original raised seal of a Florida

Licensed Surveyor and Mapper.

SRL1

BEGIN STA 1079+80.24 N 1274934.756 E 417788.546

COURSE FROM STA 1079+80.24 TO STA 1085+80.24

S 89°43'52" E 600.00'

END STA 1085+80.24 N 1274931.941 E 418388.539

SRL2

BEGIN STA 30+00.00 N 1274633.403 E 418094.267

COURSE FROM STA 30+00.00 TO STA 36+00.00

N 01°05'36" W 600.00'

END STA 36+00.00 N 1275233.294 E 418082.818

Feet

1" = 20'

40200

2022.09.22 12:22:18-04'00'

Kenneth B Ray Digitally signed by Kenneth B Ray Date: 2022.09.22 15:17:01 -04'00'

Jared N Knight Digitally signed by Jared N Knight DN: CN=Jared N Knight, dnQualifier=A01410D0000017EB6AB99A7000589F9, Date: 2022.09.22 17:20:48-04'00'

UTILITY CONTACT PHONE NUMBER

CHARTER COMMUNICATIONS ARTURAS DUBINAS (727) 290-1509

CITY OF ST PETERSBURG-WATER/SEWER DALE ALBERTS (727) 892-5653

DUKE ENERGY FL DAVID MCNAMARA (727) 434-1461

FRONTIER COMMUNICATIONS STEPHENS GRANVILLE (727) 562-1190

MCI ANDREW COLE (813) 847-4037

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

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

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

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

TECO PEOPLES GAS-ST PETERSBURG BOLIVAR FELIX NUNEZ (810) 460 -8701

GOVERNING SPECIFICATIONS AND STANDARDS:

1. FLORIDA DEPARTMENT OF TRANSPORTATION DIVISION II AND III OF "STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", (JANUARY 2021) 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 (2021-2022) 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

PINELLAS COUNTY "STANDARD TECHNICAL SPECIFICATIONS FOR UTILITIES &

RELATED CONSTRUCTION" APRIL 2022 AVAILABLE ON-LINE:

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

5. PINELLAS COUNTY "STANDARD ENGINEERING DETAILS" FEBRUARY 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.

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.

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. 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.

3. 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.

4. 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.

5. 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.

6. 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.

7. 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.

SURVEY:

1. ALL SURVEY INFORMATION WAS OBTAINED FROM A LICENSED FLORIDA

PROFESSIONAL SURVEYOR AND MAPPER AND UTILIZED AS SUPPORTING DATA

IN THE PRODUCTION OF DESIGN PLANS AND FOR CONSTRUCTION ON SUBJECT

PROJECT. THE PROFESSIONAL SURVEYOR AND MAPPER OF RECORD IS:

PATRICK MCCORMACK, P.S.M.

P.S.M. NO.: 6494

COMPANY NAME: CUMBEY & FAIR INC.

COMPANY ADDRESS: 2463 ENTERPRISE ROAD

CLEARWATER, FLORIDA 33763

LICENSED BUSINESS: 2168

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.

MAST ARM

1. PROVIDE FOUR (4) 2" CONDUITS INTO THE MAST ARM UPRIGHTS.

2. ALL SIGNAL ASSEMBLIES ON THE MAST ARM SHALL HAVE A VERTICAL

CLEARANCE OF 17.5' (MINIMUM) TO 19' (MAXIMUM) FROM THE BOTTOM OF THE

ASSEMBLY TO THE HIGHEST POINT OF THE ROAD BENEATH.

3. THERE ARE MAST ARM LOCATIONS ADJACENT TO RIGHT OF WAY.

CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO NOT ENCROACH OUTSIDE OF

RIGHT OF WAY AT ANY TIME DURING CONSTRUCTION WHERE EASEMENTS ARE

NOT PRESENT.

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 DEDICATED TELEPHONE LINES

AND/OR 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.

4. WHEN CONTRACTOR IS WORKING ON A SIGNAL IN AN INTERSECTION

(INSTALLING CONDUIT IN THE STREET, REMOVING EXISTING SIGNAL

EQUIPMENT, INSTALLING NEW SIGNAL EQUIPMENT, LOOPS AND RUNS, OR

TURNING ON A NEW SIGNAL) WHERE A LANE IS CLOSED, THE PROJECT

ENGINEER MAY REQUIRE AN OFF-DUTY LAW ENFORCEMENT OFFICER TO DIRECT

TRAFFIC. THE CONTRACTOR SHALL PROVIDE AN OFF-DUTY LAW ENFORCEMENT

OFFICER WHEN REQUIRED BY THE ENGINEER OR BY PERMIT. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR ALL COSTS FOR THE OFFICER. THE HOURLY RATE

OF PAY FOR AN OFF-DUTY LAW ENFORCEMENT OFFICER CAN BE OBTAINED

FROM THE LOCAL LAW ENFORCEMENT OFFICE.

5. VIDEO VEHICLE DETECTION SYSTEM SHALL BE COMPATIBLE WITH THE

TRAFFIC CONTROLLER SYSTEM SPECIFIED IN PINELLAS COUNTY ROAD AND

BRIDGE SPECIFICATIONS.

LOOPS

1. INDUCTIVE LOOPS SHALL BE 6'X20' AND 2' BEHIND STOP BARS FOR MAIN

STREET THROUGH MOVEMENTS AND 6'X25' AND 2' IN FRONT OF STOP BARS FOR

ALL LEFT TURNS AND SIDE STREET MOVEMENTS.

POWER SERVICE:

1. DISCONNECTS SHALL INCLUDE FDOT APPROVED SURGE ARRESTORS.

PAY ITEM NOTES:

1. 110-0100: CLEAR AND GRUBBING SHALL INCLUDE REMOVAL OF CONCRETE.

2. 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.

3. 102-14: INCLUDES COST FOR OFF DUTY LAW ENFORCEMENT OFFICER

PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH TRAFFIC CONTROL

EQUIPMENT NOTES THAT ARE NOT SPECIFICALLY CALLED OUT IN THE TRAFFIC

CONTROL PLANS.

4. 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. A LOCATE WIRE

SHALL BE INSTALLED FOR LOCATION OF ALL FIBER OPTIC CABLES. ALL LOCATE

WIRE SHALL BE NO. 12 AWG STRANDED AND MEET FDOT SPECIFICATIONS. A

PULL TAPE SHALL BE INSTALLED IN EACH CONDUIT. AT LEAST THREE FEET OF

PULL TAPE SHALL BE ACCESSIBLE AT EACH CONDUIT TERMINATION AND SHALL

BE SECURED WITHIN THE PULL BOX OR PLACE OF TERMINATION. PAYMENT

SHALL BE BASED PER LINEAR FOOT OF CONDUIT AND INCLUDE LOCATE WIRE

AND PULL TAPE.

5. 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.

6. 663-1-111, 663-1-112: THE OPTICAL PREEMPTION SYSTEM SHALL

CONSIST OF OPTICOM MODEL 711 OVERHEAD DETECTORS AND A MODEL 764

PHASE SELECTOR.

7. 685-1-13: THE UPS SHALL BE A MYERS 2000E INSTALLED IN A SEPARATE

CABINET ON THE CONTROLLER BASE AS PER COUNTY STANDARDS.

8. 670-5-112: PROVIDE 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.

9. 522-2: INCLUDES ALL NECESSARY GRADING REQUIRED FOR CONCRETE

CONSTRUCTION.

10. 684-6-13: PAY ITEM INCLUDES FURNISH AND INSTALLATION OF PINELLAS

COUNTY APPROVED CELLULAR MODEM. PAY ITEM INCLUDES INTEGRATION AND

TESTING OF CELLULAR MODEM. CELLULAR DEVICES MUST BE COMPATIBLE WITH

CELLULAR CARRIER USED BY PINELLAS COUNTY.

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

CONTRACTOR'S ACTIVITIES AND EXISTING UTILITY LOCATIONS. A CONTRACTOR'S

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. 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.

3. 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.

4. ALL INFRASTRUCTURE INSTALLED WITHIN THE RIGHT-OF-WAY SHALL BE

IN ACCORDANCE WITH PRACTICES REFERENCED IN THE LATEST FDOT UTILITY

ACCOMMODATIONS MANUAL.

5. 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.

6. 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.

7. 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.

8. CONTACT THE LOCAL POWER COMPANTY 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 UNLESS NOT COMPLETED AS PART OF PRIOR AS PART OF

UTILITY COORDINATION.

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.

9. AT LOCATIONS WHERE UNDERGROUND UTILITIES ARE IN CLOSE PROXIMITY

TO THE DEVICE POLE. THE CONTRACTOR SHALL HAND DIG THE FIRST 48

INCHES OF THE HOLE FOR THE POLE FOUNDATIONS, OR THE CONDUIT RUN. NO

SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. THE COST TO PERFORM

THIS ACTIVITY SHALL BE INCLUDED IN THE ASSOCIATED COST OF THE

INSTALLED INFRASTRUCTURE.

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Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

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2. Field work completed on May 03, 2021 as recorded in Cumbey & Fair field book, CF Misc, Pages 16-23.

3. Bearings and coordinate values shown hereon are based on the Florida State Plane Coordinate System, West zone, North American Datum of 1983 (2011 Adjustment) using the FDOT Florida Permanent Reference Network with a MAX Solution.

4. Vertical control is based on control points "SEVEN M" and "323 FLHD" having elevations of 16.46' and 11.56' respectively. Said points are referenced to the North American Vertical Datum of 1988 (Adjusted).

5. This is not a boundary survey. Property line shown hereon is approximate and is based on the section tax maps, Plats, and Official Records of Pinellas County, Florida.

6. There may be additional easements and/or restrictions affecting these properties that may be found in the Public Records of this county.

7. Alignment shown hereon has not been field monumented and is shown graphically only.

8. This survey contains subsurface utilities physically exposed by vacuum excavation in accordance with Quality

Level A SUE investigation techniques. Electronically designated lines as depicted in the map of survey have been obtained by the use of electronic designating equipment and/or ground penetrating radar in accordance with Quality Level B SUE investigation techniques; these lines may deviate from the actual utility location and should be considered approximate.

9. Utility owner’s names used in this report reflect information obtained from field observations, field meetings, and utility research and may not reflect actual ownership.

10. Topographic features are limited to what is shown hereon.

11. Foundation encroachments, if any, were not investigated.

12. The intended display scale of maps shown hereon is 1" = 20' or 1:240. Attention is directed to the fact that these maps may have been altered in size by reproduction. Only use originals to obtain scaled data.

13. Additions or deletions to this report by other than the signing party or parties are prohibited without the written consent of the signing party or parties.

14. This Survey Report or copies thereof are not valid without the signature and the original raised seal of a Florida

Licensed Surveyor and Mapper.

SRL1

BEGIN STA 50+00.00 N 1268303.5480 E 425639.1550

COURSE FROM STA 50+00.00 TO STA 53+00.00

S 89°52'23" E 300.00'

STA 53+00.00 N 1268302.8840 E 425939.1540

COURSE FROM STA 53+00.00 TO STA 56+00.00

S 89°43'41" E 300.00'

END STA 56+00.00 N 1268301.4610 E 426239.1510

SRL2

BEGIN STA 30+00.00 N 1268002.8880 E 425937.7740

COURSE FROM STA 30+00.00 TO STA 33+00.00

N 00°15'49" E 300.00'

STA 33+00.00 N 1268302.8840 E 425939.1540

COURSE FROM STA 33+00.00 TO STA 36+00.00

N 00°03'23" W 300.00'

STA 36+00.00 N 1268602.884 E 425938.8580

40200

2022.09.22 12:23:10-04'00'

Kenneth B Ray Digitally signed by Kenneth B Ray Date: 2022.09.22 15:39:07 -04'00'

Jared N Knight Digitally signed by Jared N Knight DN: CN=Jared N Knight, dnQualifier=A01410D0000017EB6AB99A7000589F9, Date: 2022.09.22 17:22:51-04'00'

TABULATION OF QUANTITIES

PAY

ITEM

NO.

DESCRIPTION UNIT

SHEET NUMBERS TOTAL

THIS

SHEET

GRAND

TOTALTC-5 TC-6 TC-8

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

005-701 SURVEY, CONSTRUCTION LAYOUT LS 1

101-0100 MOBILIZATION LS 1

102-14 TRAFFIC CONTROL OFFICER HR 16

102-1000 MAINTENANCE OF TRAFFIC LS 1

104-10 PREVENTION, CONTROL AND ABATEMENT OF EROSION & WATER POLLUTION LS 1

104-18 INLET PROTECTION SYSTEMS EA 1 1 1

110-0100 CLEARING & GRUBBING LS 1

120-1100 GRADING LS 1 1 1

520-1-10 CONCRETE CURB & GUTTER, TYPE F LF 14 14 14

522-2 CONCRETE SIDEWALK AND DRIVEWAYS, 6" THICK SY 3 34.0 37.0 37.0

527-2 DETECTABLE WARNINGS SF 33.5 33.5 34

570-1-2 PERFORMANCE TURF, SOD SY 20 15.6 35.6 36

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 87 87 87

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 413 413 413

632-7-1 SIGNAL CABLE- NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 1 1 1

635-2-14 PULL & SPLICE BOX, F&I, 17" X 30" COVER SIZE EA 13 13 13

639-1-122 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER PURCHASED BY CONTRACTOR AS 1 1 1

639-1-610 ELECTRICAL POWER SERVICE, REMOVE OVERHEAD AS 1 1 1

639-2-1 ELECTRICAL SERVICE WIRE, FURNISH & INSTALL LF 141 141 141

641-2-12 PRESTRESSED CONCRETE POLE, F&I, TYPE P-II SERVICE POLE EA 1 1 1

641-2-70 PRESTRESSED CONCRETE POLE, SHALLOW POLE REMOVAL- POLE 30' AND GREATER EA 2 2 2

643-600 STRAIN POLE, WOOD, REMOVE EA 1 1 1

646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 5 5 5

646-1-60 ALUMINUM SIGNALS POLE, REMOVE EA 1 1 1

649-21-13 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 60'-50' EA 1 1 1

649-21-23 STEEL MAST ARM ASSEMBLY, FURNISH AND INSTALL, DOUBLE ARM 78'-40' EA 1 1 1

650-1-14 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 3 SECTION, 1 WAY AS 8 8 8

650-1-16 VEHICULAR TRAFFIC SIGNAL, FURNISH & INSTALL ALUMINUM, 4 SECTION, 1 WAY AS 4 4 4

653-1-11 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 1 WAY AS 2 2 2

653-1-12 PEDESTRIAN SIGNAL, FURNISH & INSTALL LED COUNTDOWN, 2 WAYS AS 3 3 3

660-1-110 LOOP DETECTOR INDUCTIVE, F&I, TYPE 10 EA 5 5 5

660-2-101 LOOP ASSEMBLY- F&I, TYPE A AS 10 10 10

660-4-11 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL CABINET EQUIPMENT EA 1 1 1

660-4-12 VEHICLE DETECTION SYSTEM- VIDEO, FURNISH & INSTALL ABOVE GROUND EQUIPMENT EA 4 4 4

663-1-111 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, CABINET ELECTRONICS EA 1 1 1

663-1-112 SIGNAL PRIORITY AND PREEMPTION SYSTEM, F&I, OPTICAL, DETECTOR EA 4 4 4

665-1-11 PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 8 8 8

670-5-112 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA, 2 PREEMPTS AS 1 1 1

670-5-600 TRAFFIC CONTROLLER ASSEMBLY, REMOVE CONTROLLER WITH CABINET AS 1 1 1

684-1-1 MANAGED FIELD ETHERNET SWITCH, FURNISH & INSTALL EA 1 1 1

684-6-13 WIRELESS COMMUNICATION DEVICE, FURNISH & INSTALL SERIAL DATA UNIT EA 1 1 1

685-1-13 UNINTERRUPTIBLE POWER SUPPLY, FURNISH AND INSTALL, LINE INTERACTIVE WITH CABINET EA 1 1 1

700-1-50 SINGLE POST SIGN, RELOCATE AS 2 2 2

700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, OVERHEAD MOUNT, 12-18 SF EA 4 4 4

711-11-123 THERMOPLASTIC, STANDARD, WHITE, SOLID, 12" FOR CROSSWALK AND ROUNDABOUT LF 131 131 131

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" FOR STOP LINE AND CROSSWALK LF 136 136 136

711-17-1 THERMOPLASTIC, REMOVE EXISTING THERMOPLASTIC PAVEMENT MARKINGS - SURFACE TO REMAIN SF 96 96 96 v h b c o m g b l p r o j O r l a n d o t h a t n d

M a s t

A r m c a d t e e n g C s i g n a l s C T A B Q S G d w g

S e p p m

Engineers | Scientists Planners | Designers 225 E. Robinson Street, Suite 300 Orlando, FL 32801 (407)839-4006 Certificate of Authorization # 3932

T H E

O F F I C I A L

R E C O R D

O F

T H I S

S H E E T

I S

T H E

E L E C T R O N I C

F I L E

D I G I T A L L Y

S I G N E D

A N D

S E A L E D

U N D E R

R U L E

G

F A

CHARTER COMMUNICATIONS ARTURAS DUBINAS (727) 290-1509

CITY OF PINELLAS PARK BRUCE CANFIELD (727) 369-5722

CITY OF ST. PETERSBURG-WATER/SEWER DALE ALBERTS (727) 892-5653

DUKE ENERGY FL KELLY BERRY (727) 418-8816

FRONTIER COMMUNICATIONS STEPHENS GRANVILLE (813) 486-4650

WOW! DAVE HAMLIN (678) 409-8721

MCI ANDREW COLE (813) 847-4037

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

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

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

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

TECO PEOPLES GAS-ST. PETERSBURG BOLIVAR FELIX NUNEZ (813) 460-8701

UNITI FIBER TERRY YOUNG (251) 422-3872

ZAYO TESS BENTAYOU (813) 363-6797

GOVERNING SPECIFICATIONS AND STANDARDS:

1. FLORIDA DEPARTMENT OF TRANSPORTATION DIVISION II AND III OF "STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", (JANUARY 2021) 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 (2021-2022) 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

PINELLAS COUNTY "STANDARD TECHNICAL SPECIFICATIONS FOR UTILITIES &

RELATED CONSTRUCTION" APRIL 2022 AVAILABLE ON-LINE:

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

5. PINELLAS COUNTY "STANDARD ENGINEERING DETAILS" FEBRUARY 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.

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.

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. 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…