37-IFB-26-00287 Plans - SIGNALIZATION.pdf

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S.R. 674

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Hillsborough Ave.

S.R. 580

SHEET NO.

ENGINEER OF RECORD:

P.E. NO.:

CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY HAVE

SHEET DESCRIPTION

LOCATION OF PROJECT

82646

SIGNALIZATION PLANS

VICKEN SERPEKIAN, P.E., P.T.O.E

INDEX OF SIGNALIZATION PLANS

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COUNTY C.I.P. PROJECT MANAGER: MANUEL SANTOS, E.I.

69600318 26 T-1

CIP NO.

FISCAL

YEAR

SHEET

NO.

STATE OF

No 82646

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T-1 KEY SHEET

T-2 - T-3 TABULATION OF QUANTITIES

T-4 GENERAL NOTES

T-5 - T-8 SIGNING AND PAVEMENT MARKING PLAN

T-9 - T-10 SIGNALIZATION PLAN

T-11 SIGNAL COMMUNICATION PLAN

T-12 - T-13 GUIDE SIGN WORKSHEET

T-14 - T-17 SIGNALIZATION CROSS SECTION

T-18 - T-19 PEDESTRIAN SIGNAL DETAILS

T-20 MAST ARM TABULATION

T-21 MAST ARM SCHDUELE

T-22 - T-23 SPREAD FOOTER DETAILS

T-24 - T-27 SPLICING DETAIL

* ESD-1 ELECTRIC SERVICE DETAIL

CONTRACT PLANS

CIP # 69600318

CR 584 (WATERS AVENUE)

AT FLORIDA MINING BLVD. INTERSECTION IMPROVEMENTS

THE BOARD OF COUNTY COMMISSIONERS

PLANS PREPARED BY:

COMMISSIONERJOSHUA WOSTAL

COMMISSIONERHARRY COHEN

COMMISSIONERDONNA CAMERON CEPEDA

COMMISSIONERCHRIS BOLES

CHAPLAINGWENDOLYN "GWEN" MYERS

VICE-CHAIRCHRISTINE MILLER

CHAIRKEN HAGAN

HILLSBOROUGH COUNTY

PUBLIC WORKS ADMINISTRATION

(813) 386-2101

TAMPA, FL 33605

1713 E. 9th AVENUE

ELEMENT ENGINEERING GROUP, LLC

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY:

THIS ITEM HAS BEEN DIGITALLY

The ESD-1 sheet is contained in a separate scanned document.

only to indicate that they are part of the Signalization Plans.

* These sheets are included in the Index of Signalization Plans

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CIP NO. SHT. NO.

DESCRIPTION

REVISIONS

DATE DESCRIPTION

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696003181713 E. 9th AVENUE

TAMPA, FL 33605

ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

T-2

TABULATION OF QUANTITIES

TABULATION OF SIGNING AND PAVEMENT MARKING QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-5 T-6 T-7 T-8

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

700-1-111 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, LESS THAN 12 SF EA 2 3 5 5

700-1-112 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 12.0-20.0 SF EA 3 3 3

700-1-113 SINGLE COLUMN GROUND SIGN ASSEMBLY, F&I GROUND MOUNT, 20.1-30.0 SF EA 1 1 1

700-1-500 SINGLE COLUMN GROUND SIGN ASSEMBLY, RELOCATE EA 1 2 3 3

700-1-600 SINGLE COLUMN GROUND SIGN ASSEMBLY, REMOVE EA 4 3 2 9 9

700-13-15 RETROREFLECTIVE SIGN STRIP- FURNISH AND INSTALL, 5' EA 1 1 1

704-1-4 TUBULAR MARKER, 36" YELLOW POST EA 6 6 6

705-10-1 OBJECT MARKER, TYPE 1 EA 2 2 2

706-1-3 RAISED PAVEMENT MARKER, TYPE B EA 181 181

(B/B) EA 1 1

(MD/Y) EA 21 38

(Y/Y) EA 34 4

(W/R) EA 7 69 6

710-11-290 PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, ISLAND NOSE SF 33 75 108 108

711-11-124 THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 6 96 2 104 104

711-11-125 THERMOPLASTIC, STANDARD, WHITE, SOLID FOR STOP LINE, 24" LF 148 148 148

711-11-141 THERMOPLASTIC, STANDARD, WHITE, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 0.08 0.08

2-4 DOTTED GUIDELINE GM 0.06

6-10 GAP EXTENSION GM 0.02 0.01

711-11-170 THERMOPLASTIC, STANDARD, WHITE, ARROW EA 7 7

(LEFT) EA 1 5 1

711-11-224 THERMOPLASTIC, STANDARD, YELLOW, SOLID, 18" FOR DIAGONALS AND CHEVRONS LF 57 57 57

711-11-241 THERMOPLASTIC, STANDARD, YELLOW, 2-4 DOTTED GUIDELINE/ 6-10 GAP EXTENSION, 6" GM 0.04 0.04

2-4 DOTTED GUIDELINE GM 0.01 0.03

711-14-123 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 12" FOR CROSSWALK LF 647 647 647

711-14-125 THERMOPLASTIC, PREFORMED, WHITE, SOLID, 24" FOR CROSSWALK LF 589 589 589

711-14-160 THERMOPLASTIC, PREFORMED, WHITE, MESSAGE (BIKE) EA 4 4 4

711-14-170 THERMOPLASTIC, PREFORMED, WHITE, ARROW (BIKE THRU) EA 4 4 4

711-16-101 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 6" GM 0.02 0.20 0.04 0.26 0.26

711-16-102 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SOLID, 8" GM 0.01 0.02 0.01 0.04 0.04

711-16-131 THERMOPLASTIC, STANDARD-OTHER SURFACES, WHITE, SKIP, 6",10-30 GM 0.11 0.11 0.11

711-16-201 THERMOPLASTIC, STANDARD-OTHER SURFACES, YELLOW, SOLID, 6" GM 0.08 0.15 0.03 0.26 0.26

920-714-100 GREEN COLORED PAVEMENT MARKINGS, BIKE LANE SF 365 365 365

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

T-3

TABULATION OF QUANTITIES

TABULATION OF SIGNALIZATION QUANTITIES

NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

T-9 T-10 T-11

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

611-1-1 ITSFM SUBSURFACE DOCUMENTATION- PROJECT LENGTH MI 0.10 0.10 0.10

611-2-1 ITSFM LOCATION DOCUMENTATION- INTERSECTION EA 1 1 1

630-2-11 CONDUIT (F&I) (OPEN TRENCH) LF 570 625 1195 1195

630-2-12 CONDUIT (F&I) (DIRECTIONAL BORE) LF 265 265 265

632-7-1 SIGNAL CABLE (NEW OR RECONSTRUCTED INTERSECTION) (F&I) PI 1 1 1

633-1-121 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (2-12 FIBERS) LF 925 925 925

633-1-122 FIBER OPTIC CABLE (F&I) (UNDERGROUND) (12-48 FIBERS) LF 710 710 710

633-1-420 FIBER OPTIC CABLE (RELOCATE) (UNDERGROUND) LF 1815 1815 1815

633-2-31 FIBER OPTIC CONNECTION (INSTALL) (SPLICE) EA 64 64 64

633-2-32 FIBER OPTIC CONNECTION (INSTALL) (TERMINATION) EA 12 12 12

633-3-11 FIBER OPTIC CONNECTION HARDWARE (F&I) (SPLICE ENCLOSURE) EA 3 3 3

633-3-12 FIBER OPTIC CONNECTION HARDWARE (F&I) (SPLICE TRAY) EA 5 5 5

633-3-14 FIBER OPTIC CONNECTION HARDWARE (F&I) (BUFFER TUBE FAN OUT KIT) EA 1 1 1

633-3-16 FIBER OPTIC CONNECTION HARDWARE (F&I) (PATCH PANEL - FIELD TERMINATED) EA 1 1 1

633-3-17 FIBER OPTIC CONNECTION HARDWARE (F&I) (CONNECTOR PANEL) EA 1 1 1

633-4-1 SIGNALS COMMUNICATION CABLE (TWISTED PAIR CABLE) (F&I) LF 710 710 710

633-6 FIBER OPTIC CABLE LOCATOR DA 226 226 226

635-2-11 PULL & SPLICE BOX (F&I) (13" x 24" COVER SIZE) EA 3 3 3

635-2-12 PULL & SPLICE BOX (F&I) (24" x 36" COVER SIZE) EA 1 1 1

635-2-13 PULL & SPLICE BOX (F&I) (30" x 60" COVER SIZE) EA 1 1 1

635-2-14 PULL & SPLICE BOX (F&I) (17" x 30" COVER SIZE) EA 14 14 14

639-1-122

COMPANY)

ELECTRICAL POWER SERVICE (F&I) (UNDERGROUND, METER PURCHASED BY CONTRACTOR FROM POWER

AS 1 1 1

639-2-1 ELECTRICAL SERVICE WIRE (F&I) LF 245 245 245

639-3-11 ELECTRICAL SERVICE DISCONNECT, F&I, POLE MOUNT EA 1 1 1

641-2-12 PRESTRESSED CONCRETE POLE (F&I) (P-II SERVICE POLE) (12') EA 2 2 2

646-1-11 ALUMINUM SIGNALS POLE (PEDESTAL) EA 8 8 8

649-23-2 STEEL MAST ARM ASSEMBLY (INSTALL) (CONTRACTOR PROVIDED FOUNDATION) EA 2 2 2

650-1-11 VEHICULAR TRAFFIC SIGNAL (F&I ALUMINUM) (1 SECTION) (1 WAY) AS 8 8 8

650-1-14 VEHICULAR TRAFFIC SIGNAL (F&I ALUMINUM) (3 SECTION) (1 WAY) AS 12 12 12

650-1-16 VEHICULAR TRAFFIC SIGNAL (F&I ALUMINUM) (4 SECTION) (1 WAY) AS 2 2 2

653-1-11 PEDESTRIAN SIGNAL (F&I) (LED COUNTDOWN) (1 WAY) AS 8 8 8

660-3-11 VEHICLE DETECTION SYSTEM (MICROWAVE) (FURNISH & INSTALL) (CABINET EQUIPMENT) EA 1 1 1

660-3-12 VEHICLE DETECTION SYSTEM (MICROWAVE) (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 2 2 2

665-1-11 PEDESTRIAN DETECTOR (F&I) (STANDARD) EA 8 8 8

670-5-112 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA) (2 PREEMPTION) AS 1 1 1

676-1-132 32" H x 14" D)

TRAFFIC SIGNAL CONTROLLER CABINET (F&I W/OUT CONTROLLER) (NEMA UNWIRED SIZE 2) (20" W x

EA 1 1 1

682-1-143 ITS CCTV CAMERA, F&I, EXTERNAL POSITIONER PTZ- NON-PRESSURIZED, IP, HIGH DEFINITION EA 1 1 1

684-1-1 MANAGED FIELD ETHERNET SWITCH (F&I) EA 1 1 1

685-1-14 UNINTERRUPTIBLE POWER SUPPLY (F&I) (ONLINE/DOUBLE CONVERSION WITH CABINET) EA 1 1 1

700-3-201 SIGN PANEL (F&I) (OVERHEAD MOUNT) (UP TO 12 SF) EA 2 2 2

700-5-22 INTERNALLY ILLUMINATED SIGN (F&I) (OVERHEAD MOUNT) (12-18 SF) EA 4 4 4

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

GENERAL

OTHER SIGNING AND PAVEMENT MARKING NOTES

SIGNING AND PAVEMENT MARKING PLAN ABBREVIATIONS:

T-4

GENERAL NOTES

THE ROAD.

THE CONTROLLER CABINET BASE SHALL BE AT LEAST AS HIGH AS THE CROWN OF 1.

4-2", + 1-1" CONDUITS CONNECTED TO NEAREST PULLBOXES.

EACH MAST ARM OR STEEL STRAIN POLE FOUNDATION SHALL HAVE AT A MINIMUM OF5.

CONSTRUCTION.

ALL CONDUIT MUST BE INSTALLED PRIOR TO ROADWAY BASE OR SIDEWALK4.

ALL CONDUIT MUST BE 2 INCH MINIMUM UNLESS OTHERWISE SPECIFIED IN PLANS.3.

LEG OF THE INTERSECTION.

A MINIMUM OF FIVE CONDUITS MUST BE PROVIDED BETWEEN THE CORNERS OF EACH2.

BY BORING OR TRENCHING.

NOTE THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE TO BE INSTALLED 1.

AND CABINET FOUNDATION.

BETWEEN PULLBOXES AND SPLICE VAULTS, AND BETWEEN PULLBOXES OR SPLICE VAULT

ITS /COMMUNICATION CONDUITS WILL BE MINIMUM 2-2” CONDUITS BETWEEN PULLBOXES,1.

HILLSBOROUGH COUNTY STANDARD SIGNALIZATION NOTES

HILLSBOROUGH COUNTY STANDARD CONTROLLER NOTES

HILLSBOROUGH COUNTY STANDARD SIGNALIZATION CONDUIT / PULL BOXES NOTES

HILLSBOROUGH COUNTY STANDARD INTERCONNECT CONDUIT TRUNK NOTES

HILLSBOROUGH COUNTY STANDARD PAY ITEM NOTES

CONTRAST BLOCK WITH BIKE SYMBOLS AND ARROWS.

5. REFER TO HILLSBOROUGH COUNTY INDEX GCB-001 FOR PLACEMENT OF GREEN COLORED

SPECIFICATION 710 FOR THE NUMBER OF APPLICATIONS REQUIRED.

(FINAL SURFACE). THE QUANTITIES SHOWN ARE FOR ONE APPLICATION; SEE

THERMOPLASTIC, INCLUDES THE COST FOR PAINTED PAVEMENT MARKINGS

ALL THERMOPLASTIC PAVEMENT MARKING PAY ITEMS, EXCEPT FOR THE PREFORMED4.

ADJACENT TO EXISTING FIRE HYDRANTS FOLLOWING STANDARD PLANS INDEX 706-001.

B/B RPM'S LOCATIONS SHOWN ARE APPROXIMATE. ALL B/B RPM'S SHALL BE PLACED 3.

UNLESS OTHERWISE NOTED.

ALL EXISTING SIGNS WITHIN THE LIMITS OF THE PROJECT ARE EXISTING TO REMAIN,2.

STANDARD PLANS INDEX. FDOT

PLACE ALL PAVEMENT MARKINGS AS SHOWN IN THE PLANS AND THE APPROPRIATE1.

HILLSBOROUGH COUNTY STANDARD SIGNING AND PAVEMENT MARKING NOTES

RECORD.

DIRECTION OF THE CONSTRUCTION PROJECT MANAGER AND/OR THE ENGINEER OF

SIGN LOCATIONS SHOWN ARE APPROXIMATE. ANY FIELD ADJUSTMENT MUST BE AT THE 4.

UNNECESSARY DAMAGE TO THE SIGNS. DAMAGED SIGNS MUST BE REPLACED.

CAUTION MUST BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT 3.

USE BY HILLSBOROUGH COUNTY PUBLIC WORKS TRAFFIC OPERATIONS.

ALL TRAFFIC SIGN POSTS MUST BE COMPATIBLE (MAKE, DESIGN) WITH POSTS NOW IN 2.

ALL EXISTING TRAFFIC SIGNS MUST BE MAINTAINED DURING CONSTRUCTION. 1.

PREFORMED THERMOPLASTICPFTP

MONO-DIRECTIONAL YELLOWMD/Y

BLUE/BLUEB/B

POWER SERVICE FROM THE UTILITY COMPANY SHOULD BE UNDERGROUND.16.

TYPE WITH HAND/MAN OVERLAY.

INCANDESCENT LOOK. THE PEDESTRIAN INDICATIONS MUST BE COUNTDOWN

THE ITE LED STANDARD. THE LED SIGNAL INDICATIONS MUST PROVIDE AN

ALL SIGNAL INDICATIONS AND PEDESTRIAN INDICATIONS MUST BE LED AND MEET15.

NOTE OMITTED.14.

FOUNDATION IS NOT INSTALLED PER PLANS.

APPROVAL MUST BE OBTAINED FROM THE ENGINEER OF RECORD IF THE POLE13.

NOTE OMITTED.12.

NOTE OMITTED.11.

THIS WORK MUST BE DIVIDED AMONG THE ITEM NUMBERS FOR SIGNALIZATION.

DISTANCE OR AS ORDERED BY THE ENGINEER. ALL EXPENSES INCURRED FOR

TREE TRIMMING AND REMOVAL MAY BE REQUIRED TO PROVIDE ADEQUATE SIGHT10.

THE CONTRACTOR MUST HAVE A STATE OF FLORIDA ELECTRICAL CONTRACTOR'S LICENSE.9.

BY THE HILLSBOROUGH COUNTY TRAFFIC OPERATIONS SECTION.

OFF-DUTY POLICE OFFICERS, TEMPORARY SIGNALS, OR BY OTHER MEANS APPROVED

TRAFFIC MUST BE MAINTAINED DURING ANY SPLICING ACTIVITY BY THE USE OF 8.

NOTE OMITTED.7.

PROVIDE SUFFICIENT TIME TO ESTABLISH SIGNAL TIMINGS.

AT LEAST TWO WEEKS IN ADVANCE OF ACTIVATING OF NEW TRAFFIC CONTROLLER TO

TRAFFIC OPERATIONS AND ENGINEERING SECTIONS ((813) 307-1798) MUST BE NOTIFIED

NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF LOOP CUTTING . HILLSBOROUGH COUNTY

HILLSBOROUGH COUNTY TRAFFIC OPERATIONS SECTION AT (813) 612-7900 MUST BE6.

NOTE OMITTED.5.

NOTE OMITTED.4.

NOTE OMITTED.3.

POWER LINES.

CONTACT TECO FOR THEIR ASSISTANCE IN PERFORMING ALL NECESSARY WORK UNDER2.

CONSTRUCTION.

SITES MUST BE LOCATED AND IDENTIFIED BY PROPER AUTHORITIES AT TIME OF

COMPLY WITH THE SUNSHINE 811 RELATED FLORIDA STATUTES. UNDERGROUND CABLE1.

OTHER SIGNALIZATION PAY ITEM NOTES:

COMMUNICATION WIRE TO BE USED.

633-4-1: COORDINATE WITH HILLSBOROUGH COUNTY FOR THE TYPE OF COPPER 2.

LINE RELOCATIONS.

SIGNAL COMMUNICATION LINE ARE INCIDENTAL TO THE COST OF THE FIBER OPTIC

633-1-420: ALL COSTS AND EQUIPMENT REQUIRED FOR THE RELOCATION OF COPPER 1.

YELLOW/YELLOWY/Y

WHITE/REDW/R

REFER TO THE UTILITY ADJUSTMENT SHEETS FOR UTILITY INFORMATION.3.

TRAFFIC ENGINEERING, BOB CAMPBELL, AT (813) 235-5980.

ERIC TIDWELL, SIGN SHOP SUPERVISOR, AT (813) 440-7253 AND

TRAFFIC OPERATIONS, DARRYLE NORTON, SIGNAL SUPERVISOR AT (813) 399-2848 AND

CONTACT INFORMATION: 2.

HEREIN. THE PLAN SHEETS MUST BE SIGNED AND SEALED.

ELECTRIC CODE AND NATIONAL ELECTRICAL SAFETY CODE WILL APPLY TO ALL WORK

ENGINEERING MANUAL, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NATIONAL

PUBLIC WORKS STANDARD SPECIFICATIONS FOR CONSTRUCTION, FDOT TRAFFIC

HILLSBOROUGH COUNTY TRANSPORTATION TECHNICAL MANUAL, HILLSBOROUGH COUNTY

TRAFFIC CONTROL DEVICES, HILLSBOROUGH COUNTY UTILITY ACCOMMODATION GUIDE,

ROADWAY AND TRAFFIC DESIGN STANDARDS, FDOT MINIMUM SPECIFICATIONS FOR

EDITION DIVISION II AND III WITH ALL APPLICABLE ADDENDUMS/CHANGES, FDOT

F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT1.

NOTE OMITTED.17.

NOTE OMITTED.16.

CONNECTION USED BY HILLSBOROUGH COUNTY TRAFFIC OPERATIONS.

OR ETHERNET PORT (RJ45) FOR LOCAL CONTROL VIA A LAPTOP OR REMOTE NETWORK

WITH THE CURRENT MAKE, MODEL AND PROVIDE A SERIAL DATA CONNECTION PORT AND

PRODUCT LIST. THE CONTRACTOR MUST ENSURE THE MAKE AND MODEL IS CONSISTENT

ASSEMBLY PAY ITEM. THE UPS ASSEMBLY MUST BE LISTED ON THE FOOT APPROVED

FOUNDATION MATERIAL AND LABOR MUST BE INCLUDED IN THE TRAFFIC CONTROLLER

DIRECTLY TO THE CONCRETE FOUNDATION PAYMENT FOR THE ADDITIONAL CONCRETE

ENOUGH TO PROVIDE A FOOT PRINT FOR THE UPS CABINET TO BE BOLTED

CONTROLLER EQUIPMENT. THE TRAFFIC SIGNAL CONCRETE BASE MUST BE LARGE

DESIGNED TO HOUSE THE UPS ASSEMBLY IN ADDITION TO THE TRAFFIC SIGNAL

A SEPARATE ENCLOSED CABINET OR IN A TRAFFIC SIGNAL CABINET WHICH IS

15. 685-1-14: THE UNINTERRUPTED POWER SUPPLY (UPS) UNIT MUST BE HOUSED IN

/POWER CORD.

DEVICE-LEVEL MANAGED FIELD ETHERNET SWITCH (MFES) WITH POWER SUPPLY

684-1-1: FOLLOW THE CURRENT FDOT STANDARD FURNISH AND INSTALL A HARDENED,14.

NOTE OMITTED.13.

PAN AND TILT ROTATION. SINGLE CAT5E/CAT6 WITH POE++ WITH 20 FOOT PIG TAIL.

WIDE DYNAMIC RANGE AND DEFOG MODES. ENG PAN/TILT MOTION. CONTINUOUS 360

DEFINITION 20X30 OPTICAL ZOOM LENS, HYDROPHILIC SELF CLEANING GLASS WINDOW.

12. 682-1-143: ITS CCTV CAMERA EXTERNAL POSITIONER PTZ-NON-PRESSURIZED IP HIGH

PRODUCT LIST.

THE CONTROLLER AND CONTROLLER CABINET MUST BE LISTED ON THE FDOT APPROVED

NECESSARY CONTROLS BASED ON THE DESIGN OF THE SIGNALIZED INTERSECTION.

MUST ENSURE THE CONTROLLER CABINET WILL FULLY FUNCTION AND PROVIDE

DESIGN OF THE INTERSECTION. THE DESIGNER, CONTRACTOR AND CABINET VENDOR

INTERFACE EQUIPMENT OR MODULES WITHIN THE CABINET WILL BE BASED ON THE PLAN

THE CONTROLLER CABINET MUST BE PROVIDED WITH AN ATC CONTROLLER. ADDITIONAL

HILLSBOROUGH COUNTY PUBLIC WORKS STANDARD SPECIFICATION FOR CONSTRUCTION.

THE CONTROLLER CABINET MUST MEET THE SPECIFICATIONS DOCUMENTED IN THE

MUST BE COMPATIBLE WITH THE HILLSBOROUGH COUNTY CENTRAL COMPUTER SYSTEM.

670-5-112, 670-5-400: ACTUATED SOLID STATE CONTROLLER ASSEMBLY: THE CONTROLLER11.

NOTE OMITTED.10.

MUST BE USED.

665-1-11: ADA PIEZO PUSHBUTTONS WITH RAISED ARROW AND AUDIBLE INDICATION9.

COORDINATE WITH HILLSBOROUGH COUNTY TRAFFIC FOR UNIT ACCEPTANCE.

OPTIMAL MOUNTING LOCATIONS FOR THE ABOVE GROUND DETECTION DEVICES.

RECORD MUST COORDINATE WITH THE MANUFACTURER DURING DESIGN TO DETERMINE

EQUIPMENT, CABINET, AND TRAFFIC SIGNAL COMPUTER SYSTEM. THE ENGINEER OF

THE MICROWAVE (RADAR) SYSTEM MUST BE COMPATIBLE WITH HILLSBOROUGH COUNTY'S

ANY ADDITIONAL EQUIPMENT REQUIRED TO MAKE A COMPLETE AND ACCEPTABLE SYSTEM.

DEVICES, PROCESSORS, INTERFACE UNITS, CABLE PLANTS, MOUNTING BRACKETS, AND

MEDIANS. THE DETECTION SYSTEM WILL INCLUDE MICROWAVE (RADAR) DETECTION

A DISTANCE UP TO 140 FEET, IN CURVED LANES, AND IN AREAS WITH ISLANDS AND

TO 10 LANES AND A RADAR CAPABLE OF DETECTING PRESENCE IN DIFFERENT LANES AT

RESOLUTION BANDWIDTH OF 245MHZ, A MULTI-BEAM RADAR CAPABLE OF COVERING UP

INSTALL A MICROWAVE (RADAR) VEHICLE DETECTION SYSTEM THAT UTILIZES

660-3-11 AND 660-3-12: MUST INCLUDE ALL LABOR AND MATERIALS TO FURNISH AND8.

NOTE OMITTED.7.

NOTE OMITTED.6.

DRILLED SHAFT AND SPECIAL FOUNDATIONS ARE INCLUDED IN THIS PAY ITEM.

COMPARTMENT HAND HOLE FOR ALL MAST ARMS. ALL COSTS ASSOCIATED WITH THE

649-23-2: MUST INCLUDE 7" MIN. - 8 1/2" MAX. BY 2' MIN. - 2'-6" MAX. TERMINAL5.

646-1-11: MUST INCLUDE BREAKAWAY SUPPORT (TRANSFORMER TYPE BASE).4.

MUST HAVE A MINIMUM DESIGN/TEST LOAD OF 22,500 (DESIGN)/33,750 (FEET) LBS.

MINIMUM DESIGN/TEST LOAD OF 15,000 (DESIGN)/22,500 (TEST) LBS. THE PULLBOX

635-2-11 AND 635-2-14: THE PULLBOX COVER/LID MUST BE HEAVY DUTY AND HAVE A3.

COMPONENTS WILL BE SC TYPE CONNECTORS

OF THE CONNECTOR TYPE. HILLSBOROUGH COUNTY MAINTAINED EQUIPMENT/

CONNECTOR PANELS FOLLOW THE FDOT CURRENT STANDARD WITH THE EXCEPTION

633-2-31, 633-2-32: ALL PATCH PANELS, PRE-TERMINATED PATCH PANELS, AND2.

632-7-1: WIRE EACH PHASE/MOVEMENT AS A SEPARATE PHASE/MOVEMENT. 1.

PUBLIC WORKS ADMINISTRATION

WATER

WATER

WATER

SD

STOP

ONLY

STOP

TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING SIGN

H

IG

H W

A Y

E N

T E

R

IN

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T R

U C

K

2 EA*

HILLSBOROUGH COUNTY

RETURN SIGN ASSEMBLY TO

*CONTRACTOR SHALL

700-1-600

186 187

SD

E A S T

H

IL

L S

B O

R O

U G

H

C O

U N

T Y

H

IL

T O

N H

O T

E L S

B E

A U

T

IF

U L

T A

M P

A B

A Y

K E

E P

E N

F O

R C

E D

P H

O T

O

R

IG

H T T

U R

N

IN

C

L U

D E

S

GS-1

7'-6"x2'-6"

TO REMAIN

EXISTING SIGN

STA. 183+34

RELOCATE TO

STA. 180+71

W R

O N

G

W A

Y

TO REMAIN

EXISTING SIGN

42"x30"

W R

O N

G

W A

Y

R5-1A

STA. 180+42

700-13-15 1 EA

CANTILEVER)

(SINGLE POST

700-1-600

700-1-111

700-1-1121 EA 1 EA

1 EA

SD

SD

WATER

WATER

WATER

SD

WATER

STOP

D

O N

O T

B L

O C

K

D R

IV

E W

A Y

H

IL

T O

N H

O T

E L S

B E

A U

T

IF

U L

T A

M P

A B

A Y

K E

E P

H

IL

L S

B O

R O

U G

H

C O

U N

T Y

E A S T

M1-6

24"x24"

24"x12"

M3-2

TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING SIGN

STA. 183+34

STA. 181+86

STOP

L L

T O

TO REMAIN

EXISTING SIGN

TO REMAIN

EXISTING SIGN

36"x12"

R6-1R

D O N

O T

E N

T E

R

D O N

O T

E N

T E

R

TO REMAIN

EXISTING SIGN

ONE WAY

STA. 182+40

36"x36"

DO NOT

ENTER

R5-1

36"x36"

36"x36"

R5-1

R3-18L

STA. 181+63

STA. 180+24

RELOCATED FROM

700-1-600

700-1-111

700-1-112

700-1-112

700-1-500 1 EA

1 EA

1 EA

1 EA

1 EA

182 183 184

CR 584 (WATERS AVE)

N 10 40

Feet

M A

T C

H

L I N

E

S

T A

.0

R/W LINE

£ SURVEY

R/W LINE

R/W LINE

R/W LINE

240'

R/W LINE

R/W LINE

STA. 179+75.43

BEGIN CONSTRUCTION

R/W LINE

78'

RPM'S 20' OC

6" WHITE WITH W/R

6/10 SKIP

6" WHITE

6" YELLOW

+56

+73+86

+08+63 +83

+62+01

+43

+33

6" WHITE

6" YELLOW

6" YELLOW

18" WHITE 10' OC

6" YELLOW 2/4 SKIP

DIRECTIONAL ARROW

W/R RPM'S 10' OC

8" WHITE WITH

STA. 180+33.00

BEGIN PROJECT

R/W LINE

6" YELLOW

8" OC

PAINT WITH MD/Y RPM'S

REFLECTIVE YELLOW NOSE

8" OC

PAINT WITH MD/Y RPM'S

REFLECTIVE YELLOW NOSE

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signing\PLANSP01.dgn12:08:50 PM

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

T-5

SIGNING AND PAVEMENT

MARKING PLAN

PUBLIC WORKS ADMINISTRATION

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signing\PLANSP02.dgn12:08:59 PM

REVISIONS

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

SAN

SAN

WATER

WATER

SAN

GAS

WATERWATER

WATER

GAS

SD

WATER

WATER

PS

SAN

SAN

COMM

WATER

WATER

EOI

TEL

7'

7'

7'

7'

7'

7'

9'

12'

H A

R T

B U

S S

T O

P

AVEWaters

B L

V D

F lo r id in g

AVE Waters

B L

V D

F lo r id g

A D E

N D

D E A D E

N D

FEDEX GROUND

BEAUTIFUL

TAMPA BAY

KEEP

STOP

S a v a re s e B lv d N

E X

T S

IG

N

A L

OUTLET

NO

36"x36"

W14-2

END

DEAD

TO REMAIN

EXISTING SIGN

R4-7

24"x30"

18"x18"

STA. 189+15

705-10-1 1 EA

OM1-3

R4-7

24"x30"

18"x18"

STA. 190+73

705-10-1 1 EA

OM1-3

STA. 189+19

STA. 11+53 � CONST.

STA. 11+03 � CONST.

700-1-600

700-1-600

700-1-600

700-1-111

700-1-111

700-1-111

700-1-500

700-1-500

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

1 EA

187 188 189 190 191 192

R/W LINE

R/W LINE

R/W LINE

R/W LINER/W LINE

R/W LINE

CR 584 (WATERS AVE)

N 10 40

Feet

F L

O R I

N I

G

V D

£ SURVEY

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

STA. 10+00.00, ¡ CONST.

EQ: STA. 189+82.87, £ SURVEY =

W/R RPM'S 40' OC

6" WHITE 10/30 SKIP WITH

6" YELLOW

6" YELLOW

W/R RPM'S 40' OC

6" WHITE 10/30 SKIP WITH

45' RT

+94

56' RT

+88

56' RT

+52

45' RT

+46

62' RT

+70

+24

57' LT

+35

69' LT

+55

60' LT

+36

71' LT

+20

+52

RPM'S 20' OC

6" WHITE WITH W/R

W/R RPM'S 40' OC

6" WHITE 10/30 SKIP WITH

+70+63

6" WHITE

6" WHITE

6" WHITE

6" WHITE 2/4 SKIP

Y/Y RPM'S 40' OC

6" DOUBLE YELLOW WITH

24" WHITE

24" WHITE

+50

+61

+20

+70

10' WIDE (TYP.)

12" WHITE PFTP

24" WHITE

+18

+80

+68

+18

+18

+35

75' LT

+90

24" WHITE

6" WHITE

RPM'S 20' OC

6" WHITE WITH W/R

DIRECTIONAL ARROW (TYP.)

12' 12' 11'

¡ CONST.

PFTP (TYP.)

24" WHITE

6" YELLOW

STA. 192+50.00

END PROJECT

6" WHITE 6/10 SKIP

MARKINGS (TYP.)

MATCH EXISTING PAVEMENT

MARKINGS (TYP.)

MATCH EXISTING PAVEMENT

B/B RPM

8" OC (TYP.)

PAINT WITH MD/Y RPM'S

REFLECTIVE YELLOW NOSE

� CONST.

57' LT

+31

87' LT

+01

RPM'S 10' OC

8" WHITE WITH W/R

PAVEMENT MARKINGS (TYP.)

WITH GREEN COLORED

BIKE MESSAGE AND ARROW

MARKINGS (TYP.)

MATCH EXISTING PAVEMENT

MARKINGS (TYP.)

MATCH EXISTING PAVEMENT

6" YELLOW

RPM'S 20' OC

6" WHITE WITH W/R

RPM'S 40' OC

6" WHITE WITH W/R

6" WHITE

10' OC (TYP.)

18" WHITE

RPM'S 10' OC

8" WHITE WITH W/R

+45

+41

Y/Y RPM'S 5' OC

YELLOW WITH

6" DOUBLE

5' OC (TYP.)

18" YELLOW

5' OC (TYP.)

18" YELLOW

MARKER (TYP.)

YELLOW TUBULAR

PFTP (TYP.)

24" WHITE

Y/Y RPM'S 5' OC

YELLOW WITH

6" DOUBLE

+70

+89

2-4 SKIP

6" YELLOW,

2-4 SKIP

6" YELLOW,

'R

120'R

'R

46' LT

+89

4' RT

+63

RIGHT OF ENTRY LINE

2/4 SKIP

6" WHITE

OTHERWISE NOTED

SHEET ARE BASED ON £ SURVEY UNLESS

ALL STATIONS AND OFFSET LABELS ON THIS

NOTE:

SEE SHEET -

T-6

MATCH LINE STA. 11+60.00 ¡ CONST.

25'

1' 6' 6' 6' 1'

6" WHITE

PAVEMENT MARKINGS

GREEN COLORED

STOP LINE

24" WHITE

CONTRAST BLOCK

PLACEMENT OF GREEN COLORED

R

.2

R

.7

T-8

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signing\PLANSP03.dgn12:09:17 PM

REVISIONS

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

WATER

H

IG

H W

A Y

E N

T E

R

IN

G

T R

U C

K

2 EA*

HILLSBOROUGH COUNTY

RETURN SIGN ASSEMBLY TO

*CONTRACTOR SHALL

700-1-600

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATERWATER

WATER

WATER

WATER

WATER

WATER WATER

WATER

WATER

1 AS

GS-2

7'-0"x4'-0"

STA. 199+00

CANTILEVER)

(SINGLE POST

700-1-113

196 197 198 199

N 10 40

Feet

M A

T C

H

L I N

E

S

T A

.0

CR 584 (WATERS AVE)

R/W LINE

STA. 199+00.00

END CONSTRUCTION

£ SURVEY

180'

CR 584 (WATERS AVE)

£ SURVEY

T-7

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signing\PLANSP04.dgn12:10:01 PM

REVISIONS

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

TAMPA, FLORIDA 33602

cr (waters ave) at florida mining blvd584

S A

N

S A

N

W A T E R

W A T E R

W A T E R

S A

N

E L

E C

12 13 14

N

10 40

Feet

FLORIDA MINING BLVD

DIRECTIONAL ARROW

+27

ALL STATIONS AND OFFSET LABELS ON THIS SHEET ARE BASED ON � CONST.

NOTE:

MARKINGS (TYP.)

MATCH EXISTING PAVEMENT

Y/Y RPM' 40' OC

6" DOUBLE YELLOW WITH

RPM'S 20' OC

6" WHITE WITH W/R

6" WHITE

R/W LINE

¡ CONST.

R/W LINE

STA. 12+53.21 � CONST.

END CONSTRUCTION

B/B RPM

+47

BEGIN 6" WHITE

+83 END 8" WHITE

E

S

H E

E

T C

H

L I N

E

S

T A

.0

C

O N

S T

T-8

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\PLANSG01.DGN12:10:52 PM

REVISIONS

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

PUBLIC WORKS ADMINISTRATION

SAN

SAN

WATER

WATER

WATER

WATER

GAS

WATERWATER

WATER

GAS

SD

WATER

WATER

PS

SAN

SAN

COMM

TEL

TEL

0.5'

.5

WATER

WATER

TEL

TEL

SAN

SAN

EOI

TEL

7'

7'

7'

7'

7'

7'

9'

12'

DZ-6

DZ-6

DZ-6

DZ-1

DZ-5

DZ-2

DZ-2

DZ-2

D Z -8

D Z -8

R

D Z -4

C

191190189188

R

R

R

R

SAN

SAN

ELEC

F L

O R I

N I

V D

CR 584 (WATERS AVE)

CRIT. EL. 27.3

CRIT. EL. 26.4

ARM 2

ARM 1

ARM 1

ARM 2

R/W LINE

R/W LINE

1 EA

1 AS

1 EA

1 EA

100 LF

1 EA (12')

MW 1

MW 2

MW 3

MW 4 1 EA

2 EA

1 EA

2 EA

T-9

SIGNALIZATION PLAN

CRIT. EL. 26.5

¡ CONST.

V

145 LF

1 AS

1 EA (12')

1 EA

1 EA

2 EA

POWER SOURCE

CRIT. EL. 27.1

F L

O R I

N I

V D

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

1 EA

MATCH LINE STA. 11+80.00 ¡ CONST.

MATCH LINE STA. 11+80.00 ¡ CONST.

MAST ARM UPRIGHT

HEAD MOUNTED TO

SUPPLEMENTAL SIGNAL

CCTV

2 EA

**** 1 EA

1 EA

1 EA

1 EA

RIGHT OF ENTRY LINE

(3) HV AND (2) LV)

15 LF (5 RUNS,

(1) HV AND (1) LV)

25 LF (2 RUNS, (1) HV AND (1) LV)

35 LF (2 RUNS,

(1) HV AND (1) LV)

70 LF (2 RUNS,

(1) HV AND (1) LV)

90 LF (2 RUNS,

(1) HV AND (1) LV)

30 LF (2 RUNS,

(3) HV AND (3) LV)

15 LF (6 RUNS,

670-5-112

663-1-111

641-2-12

685-1-14

639-2-1

630-2-11

630-2-11

635-2-11

660-3-11

700-5-22

663-1-112

630-2-11

660-3-12630-2-11

635-2-14

630-2-12

649-23-2 630-2-11

630-2-11

635-2-14

630-2-11

630-2-12

641-2-12

639-2-1

630-2-11

635-2-11

639-1-122

630-2-12

630-2-11

635-2-11

663-1-112

630-2-11

660-3-12

649-23-2

630-2-11

635-2-14

639-3-11

635-2-14

630-2-11

700-5-22

682-1-143

81.3' LT.

STA. 189+54

POLE LOCATION=

EL. = 27.601

30" X 48" PEDESTRIAN LANDING (2% MAX)

EMERGENCY PREEMPTION DETECTOR

CCTV CAMERA

MICROWAVE DETECTOR

LEGEND

P4

P2

P2

P8

P4P8

665-1-11

646-1-11

632-7-11 PI

676-1-132*** 1 EA

P6

P6

4E44E4

2E

2E

6E

6E

8E88E8

£ SURVEY

¡ CONST.

X

W

Z

Y

N

0 30

Feet

3 EA

2 EA

665-1-11

646-1-11

1 EA

V

V

665-1-11

646-1-11

2 EA

2 EA

100 LF (1 RUN, POWER)

15 LF (1 RUN, POWER)

75 LF (1 RUN, POWER)

SPARE AND (1) FOC SPARE)

(1) FOC, (1) HV SPARE, (1) LV

145 LF (9 RUNS, (3) HV, (2) LV,

C

665-1-11

646-1-11

6 EA

2 EA

*2 EA

1 EA *

*2 EA

*2 EA

(1) HV SPARE, AND (1) LV SPARE)

85 LF (7 RUNS, (3) HV, (2) LV,

(1) HV SPARE, AND (1) LV SPARE)

65 LF (4 RUNS, (1) HV, (1) LV,

55 LF (2 RUNS, (1) POWER AND (1) SPARE)

3 EA

665-1-11

646-1-11

1 EA

1 EA *

51.0' RT.

STA. 190+11

POLE LOCATION=

EL. = 26.922

R

**** CCTV CAMERA TO BE MOUNTED TO THE MAST ARM UPRIGHT

OPERATION OF THE POWER OUTAGE EMERGENCY BEACONS ONLY.

TRAFFIC SIGNAL CONTROLLER CABINET. THIS ASSEMBLY IS FOR

RELAY, AND TERMINATION POINTS. RELAY MONITORS AC POWER IN

MAST ARM FOR MAXIMUM SUN EXPOSURE), SOLAR REGULATOR, FLASHER,

TWO 90-WATT (MIN.) SOLAR PANELS (INSTALLED AND POSITIONED ON

POLE MOUNTED CABINET PAY ITEM INCLUDES TWO 105 AH BATTERIES, ***

2-1" CONDUITS.

THE CONTROLLER CABINET FOUNDATION WILL HAVE 13-2" AND **

SEE SPREAD FOOTER DETAILS FOR FOUNDATION DESIGN.

TO A 30'X48" FLAT AREA.

ALL PEDESTRIAN SIGNAL PEDESTALS SHALL BE PLACED ADJACENT *

NOTES:

(4) HV, (5) LV)

** 15 LF (9 RUNS,

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\PLANSG02.DGN12:10:56 PM

REVISIONS

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

SIGNAL HEAD DETAILS

ADJUSTING AS DIRECTED BY THE ENGINEER.

TIMINGS ARE INITIAL AND MAY REQUIRE FIELD

P2

P4

4-SECT., 1-WAY

2 AS

650-1-16

R

Y

G

FY

ADJUSTING AS DIRECTED BY PROJECT ENGINEER.

DELAY TIME IS INITIAL AND MAY REQUIRE FIELD

or

PHASE I

2 6

P2

1 5

P2

P2

P8 P4

PHASE IV

P4 P8

PHASE III

SIGN SIGN

SIGN SIGN

SIGN V

2 EA

30"X36"

700-3-201

ARROW

YELLOW

FLASHING

YIELD ON

LEFT TURN

FTP-85-13

(SEE GUIDE SIGN WORKSHEET FOR DETAILS)

INTERNALLY ILLUMINATED SIGNS

PHASE II *

POEB DETAILS

4E

6E2E

8E

* NO BACKPLATES

1-SECT., 1-WAY *

R

650-1-11

8 AS

PED. SIGNAL

COUNT-DOWN

1-SECT., 1-WAY

8 AS

653-1-11

4 8

Z

X

Y

W

OVERHEAD SIGN DETAILS

P2 P6

P6

P6

DURING P2/P6 ACTIVATION

DISPLAY RED INDICATION

* MOVEMENTS 1/5 SHALL

P8

P6

S.O.P. 7

T-10

SIGNALIZATION PLAN

DETECTION

MICROWAVE

DETECTOR

MICROWAVE

ZONE

DETECTION

MW 1 DZ-8

DZ-8R

DZ-6

DZ-1

DZ-5

DZ-2

MW 2

MW 3

MW 4 DZ-4

(SEC)

DELAY

1 2 3 4 5 6 7 8

-ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

TIMING FUNCTION

CONTROLLER TIMINGS

T I

M I N

G

F

U N

C T I O

N EXTENSION

MINIMUM GREEN

4.8 4.8 4.8 4.84.8 4.1

5 515 15 -10 10

3.0 3.0 3.0 3.0 3.0 3.0

30 90 30 9030 30

- - - -MAX MAX

2.0 2.0 2.3 2.02.8 2.7

7.0 7.0 7.07.0-

-25 30 11 30

MAIN STREET & SIDE STREET ALTERNATING FLASH.

FOUR-WAY RED INDICATIONS 2E, 4E, 6E, AND 8E IN A WIG-WAG PATTERN WITH

UPON LOSS OF ALL AC POWER, SOLAR ASSEMBLY WILL ACTIVATE AND FLASH THE3.

(UPS) HAS EXPENDED USABLE LIFE).

(UTILITY POWER COMPANY POWER IS LOST AND THE UNINTERRUPTIBLE POWER SUPPLY

THE POEB SHALL OPERATE AFTER COMPLETE LOSS OF AC POWER TO THE SIGNAL2.

MINOR STREET IS FLORIDA MINING BLVD: MOVEMENTS 4E, AND 8E.

MAJOR STREET IS CR 584 (WATERS AVE): MOVEMENTS 2E, AND 6E.1.

POWER OUTAGE EMERGENCY BEACON (POEB) OPERATION NOTES:

P6

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

WATERS AVE

TO CROSS

PUSH BUTTON

Vehicles

Watch For

START CROSSING

If Started

Finish Crossing

DON'T START

To Finish Crossing

TIME REMAINING

DON'T CROSS

STEADY

TIMER

FLASHING

FLORIDA MINING BLVD

TO CROSS

PUSH BUTTON

PEDESTRIAN ACTUATION SIGNS

3-SECT., 1-WAY

12 AS

650-1-14

R

Y

G

P4 AND P8 UPON DETECTION ONLY PRIOR TO BEGINNING OF MOVEMENT 4 AND 8 GREEN TIME.

A LEADING PEDESTRIAN INTERVAL (LPI) OF 7.0 SECONDS SHALL BE PROVIDED FOR MOVEMENTS9.

OPTIC CABLE AND SPARE CONDUITS.

LOW VOLTAGE (LV) RUNS INCLUDE: PEDESTRIAN DETECTORS, VEHICLE DETECTION, FIBER

ILLUMINATED SIGNS AND SPARE CONDUITS.

HIGH VOLTAGE (HV) RUNS INCLUDE: POWER, SIGNALS, PEDESTRIAN SIGNALS, INTERNALLY8.

2 FT AHEAD OF STOP BAR.

MICROWAVE DETECTION ZONES FOR ALL OTHER MOVEMENTS SHALL BE 6 FT X 50 FT AND PLACED

AHEAD OF STOP BAR.

MICROWAVE DETECTION ZONE FOR MOVEMENT 4 SHALL BE 6 FT X 20 FT AND PLACED 2 FT7.

(POEB) SHALL REMAIN OFF.

DURING NORMAL AND FLASH MODE OPERATION, POWER OUTAGE EMERGENCY BEACONS6.

OTHER MOVEMENTS SHALL FLASH RED.

DURING FLASH MODE OPERATION, MOVEMENTS 2 AND 6 SHALL FLASH YELLOW AND ALL 5.

OPERATION.

TURN MOVEMENT SHALL HAVE CONDUCTORS AVAILABLE FOR PROTECTED AND PERMISSIVE

AS A SEPARATE PHASE/MOVEMENT. THIS INCLUDES LEFT TURN MOVEMENTS. EACH LEFT

EACH PHASE/MOVEMENT SHALL BE WIRED FROM THE SIGNAL DISPLAY TO THE CONTROLLER4.

SIGNAL SHALL OPERATE WITH A SIGNAL OPERATION PLAN (S.O.P.) OF 7 AS SHOWN BELOW.3.

ALONG FLORIDA MINING BLVD.

THE POSTED SPEED LIMIT IS 45 MPH ALONG CR 584 (WATERS AVE) AND 35 MPH 2.

MINOR STREET IS FLORIDA MINING BLVD: MOVEMENTS 4, 8 AND 8R.

MAJOR STREET IS CR 584 (WATERS AVE): MOVEMENTS 1, 2, 5 AND 6.1.

CONTROLLER OPERATION NOTES:

PUBLIC WORKS ADMINISTRATION

WATER

WATER

SAN

WATER

WATER

GAS

SAN

WATERWATER

WATER

GAS

SD

WATER

WATER

WATER

WATER

PS

SAN

SAN

WATER

WATER

TEL

TEL

SAN

SAN

COMM

C

188 189 190 191 192 193 194

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\PLICSG01.DGN12:12:30 PM

REVISIONS

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

T-11

SIGNAL COMMUNICATION

PLAN

N

F L

O R I

N I

V D

CR 584 (WATERS AVE)

STA. 189+82

TO BE REMOVED

EXIST. PULL BOX

Feet

0 10

25 LF (12-CT COIL)

25 LF (24-CT COIL)

STA. 187+81

SEE SPLICING DETAIL SPL-1

EXIST. FIBER PULL BOX

R

R

R

R

615 LF*

FIBER AND COPPER COMMUNICATION))

FIBER PULL BOX (INCLUDES 24-CT & 6-CT

*COIL AS MUCH AS POSSIBLE IN EXIST.

VAULT AT STA. 189+36 THROUGH THE PROPOSED FIBER PULL BOX LOCATED NEAR THE CONTROLLER CABINET.

D) CONNECT THE PROPOSED 12-CT FIBER DROP TO THE PROPOSED CONTROLLER CABINET FROM THE PROPOSED

STA. 189+36.

C) RUN NEW FIBER AND COPPER COMMUNICATION LINES THROUGH PROPOSED CONDUITS TO THE PROPOSED VAULT AT

FIBER OPTIC AND COPPER LINES.

B) COIL EXCESS EXISTING LINES IN THE EXISTING FIBER PULL BOXES. SPLICE IN NEW SIGNAL COMMUNICATION

STA. 189+82, PULL THE EXISTING LINES TO THE PULL BOXES AT STA. 187+81 AND STA. 193+79.

A) CUT THE EXISTING SIGNAL COMMUNICATION FIBER OPTIC AND COPPER LINES FROM THE EXISTING PULL BOX AT

2) THE PROPOSED WORK FOR THE SIGNAL COMMUNICATION FIBER OPTIC AND COPPER LINES:

BOXES.

LINES RUN WEST-EAST ALONG THE SOUTH SIDE OF CR 584 (WATERS AVE), THROUGH EXISTING CONCRETE PULL

1) THE EXISTING 24-CT AND 12-CT FIBER OPTIC SIGNAL COMMUNICATION LINES AND COPPER SIGNAL COMMUNICATION

NOTES:

PUBLIC WORKS ADMINISTRATION

1 EA

1 EA

635-2-13

633-2-31

633-3-11

633-3-12

633-3-141 EA

633-1-121

633-1-121

630-2-11

633-3-17

633-3-161 EA

1 EA

684-1-11 EA

633-2-3212 EA

635-2-121 EA (24"x36")

630-2-11

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

R/W LINE

150 LF (12-CT)

65 LF (50 LF COIL, 12-CT)

50 LF (24-CT COIL)

£ SURVEY

¡ CONST.

FOR DIRECTIONAL BORE

SEE SIGNALIZATION PLAN

15 LF (1 RUN, (1) FOC)

4 EA

633-4-1

633-4-1

633-1-122

633-1-121

160 LF (COPPER COMMUNICATION)

633-4-1

633-1-122

633-1-420

633-2-31

630-2-11

633-4-1

633-1-121

450 LF (COPPER COMMUNICATION) 633-4-1

633-1-121

633-1-420

633-2-31

611-2-1

ITS DOCUMENTATION - INTERSECTION

611-1-1 0.10 MI

ITS DOCUMENTATION - PROJECT LENGTH

1 EA

1 EA 633-3-11

1 EA633-3-11

633-1-121 50 LF (12-CT COIL)

(1) COPPER, (1) SPARE)

450 LF (4 RUNS, (2) FOC,

(1) COPPER, (1) SPARE)

160 LF (4 RUNS, (2) FOC,

30 EA (COIL AND CAP ALL UNUSED FIBERS)

30 EA (COIL AND CAP ALL UNUSED FIBERS)

2 EA633-3-12

2 EA 633-3-12

) 30"x60"1 EA (

25 LF (COPPER COMMUNICATION COIL)

25 LF (COPPER COMMUNICATION COIL)

1200 LF*

633-1-122

633-1-121

633-1-122450 LF (24-CT)

450 LF (12-CT)

160 LF (12-CT)

633-1-122 160 LF (24-CT)

25 LF (12-CT COIL)

25 LF (24-CT COIL)

SEE SPLICING DETAIL SPL-4

SEE SPLICING DETAIL SPL-3

PROPOSED 30"x60" VAULT STA. 189+36

STA. 193+79

SEE SPLICING DETAIL SPL-2

EXIST. FIBER PULL BOX

50 LF (COPPER COMMUNICATION COIL)

633-6 226 DA

FIBER OPTIC CABLE LOCATOR

RIGHT OF ENTRY LINE

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signing\gswksp01.dgn12:12:38 PM

REVISIONS

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACESPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY COPY

SPACE

SPACE

COPY

SPACE

COPY

SYMBOL(S) X Y WID HTANGLE

SIGN NAME STATION(S)

WIDTH

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

NUMBER

SIGN

QTY

CLEARANCE COLUMN SIZE AVERAGE

LENGTH

Edge Of Lane

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

T-12

GUIDE SIGN WORKSHEET

LEFT BLANK

INTENTIONALLY

THIS SPACE IS

LEFT BLANK

INTENTIONALLY

THIS SPACE IS

7.7" 74.6" 7.7"

7'-6"

5"

8"E

6"

6"D

5"

GS-1 1

7'-6" 1.25"

180+71

2'-6" 3.75"

White White

Green

7.7

F l

2.6 o

6.3 r

4.6 i

2.6 d

6.1

4.9

9.3 i

2.9 n

6.3 i

2.9 n

6.1 g

5 7.7

L

74.6

19.2

N

5.5

E

4.3

X

4.6

3.7

5.1

I

2.3

G

5.4

N

A

L

3.7 19.2

L

51.6

GS-2 1

7'-0" 1.25"

199+00

4'-0" 6"

White White

Green

7.3

F

6.1 l

3.1 o

5.9 r

4.4 i

3.1 d

5.8

7.6 i

3.6 n

6.4 i

3.6 n

5.8 g

4 7.4

L

69.3

16.2

N

5.5

E

4.3

X

4.6

3.7

5.1

I

2.3

G

5.4

N

A

L

3.7 16.2

L

51.6

6.5

A

7.5 n

5.8 d

5.8 e

5.8 r

3.8 s

5.3 o

5.9 n

5.9 o

5.4 a

5.8 d

4 6.5

L

10.2

S

5.1

E

4.6

C

5.3

O

5.6

N

5.5

4.1

5.1

I

2.3

G

5.4

N

A

L

3.7 10.2

L

63.7

6.5" 71" 6.5"

7'-0"

4"

6"EM

4.38"

6"D

3" 1.25"

3"

6"EM

4.38"

6"D

4"

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\gswksg01.dgn12:12:44 PM

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

NUMBER

OF POSTS

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACESPACE

SPACE

COPY

SPACE

COPY

SPACE

COPY

SPACE

COPY

COPY

SPACE

COPY COPY

SPACE

SPACE

COPY

SPACE

COPY

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

HEIGHT

PANEL

LEGEND

COLOR

RADII

WIDTH

BORDER

COLOR

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE FIXTURE SPACINGNO. OF LIGHT FIXTURES PHOTOMETRIC CURVE WATT VOLTAGE

GUIDE SIGN WORKSHEET

5" 98" 5"

9'-0"

3.25"

8"E

3.5"

6"E

3.25"

3.25"

8"

3.5"

6"E

3.25"

5" 98" 5"

9'-0"

3.25"

8"

3.5"

6"E

3.25"

3.25"

8"E

3.5"

6"E

3.25"

SIGN Z 1

9'-0" 0" none

2'-0" 0"

White White

Green

F l

2.6 o

6.3 r

4.6 i

2.6 d

6.1

9.3 i

2.9 n

6.3 i

2.9 n

6.1 g

5 28.4

L

74.6

31.1

B

6.1

L

V

6.5

D

4.9 54.5

L

22.4

79.4

5.5

6.8

6.2

5 5

L

23.6

AR_Type D 91 12.7 8 12270

SIGN Y 1

9'-0" 0" none

2'-0" 0"

White White

Green

28.4

F l

2.6 o

6.3 r

4.6 i

2.6 d

6.1

9.3 i

2.9 n

6.3 i

2.9 n

6.1 g

5 5

L

74.6

5.5

6.8

6.2

5 79.4

L

23.6

52.6

B

6.1

L

V

6.5

D

4.9 33

L

22.4

AR_Type D 5 12.7 8 1290

T-13

5" 80" 5"

7'-6"

14.7"

6"E

3.3"

3.25"

8"EM

3.5"

6"E

3.25"

14.75"

6"E

3.25"

5" 80" 5"

7'-6"

14.8"

6"E

3.2"

3.25"

8"EM

3.5"

6"E

3.25"

14.75"

6"E

3.25"

SIGN W 1

7'-6" 0" none

2'-0" 0"

White White

Green

24.3

W

9.7 a

7.7 t e

7.8 r s

5.3 24.3

L

41.4

5.5

6.8

6.2

5 61.4

L

23.6

36.2

A

6.6

V

6.5

E

4.5 36.1

L

17.6

62.1

5.7

5.9

6.2

5 5

L

22.9

SIGN X 1

7'-6" 0" none

2'-0" 0"

White White

Green

24.3

W

9.7 a

7.7 t e

7.8 r s

5.3 24.3

L

41.4

5.7

5.9

6.2

5 62.1

L

22.9

36.2

A

6.6

V

6.5

E

4.5 36.1

L

17.6

61.4

5.5

6.8

6.2

5 5

23.6

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\RDXSSG01.dgn12:12:49 PM

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

.8

CRIT. EL = 27.1

.0

.4

.6

.0

.6

£ SURVEY

15 15

.0

£ SURVEY

3040 20 10 0 10 20 3070 60 508090100110

T-14

SIGNALIZATION

CROSS SECTION

EXIST. GROUND

4" BT, Vvh108, STA. 189+55.04

EL 27.60

MA 1

4" CI FM, HCWRD

(3X) 4", BFOT Vvh107, STA. 189+51.34

VERT. 1" = 5'

HORIZ. 1" = 10'

SCALE:

WATERS AVE SECTION

STA. 189+54, 81.3' LT.

POLE 1/ARM 1

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\RDXSSG01.dgn12:12:49 PM

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

.7

CRIT. EL = 26.5

.0

.5

1'

.9

R

W

L I N

E

� CONST.

.0

� CONST.

3040 2070 60 50 10 0 10 20 30 40 50 60 70

T-15

2" BTV, Vvh102, STA. 189+46.28

4" GM, Vvh106, STA. 189+50.24

4" BT, Vvh108, STA. 189+55.04

EXIST. GROUND

(2X) 4" BT, Vvh103, STA. 189+47.44

(2X) 2" BTV, Vvh105, STA. 189+49.32

(3X) 4" BT, Vvh107, STA. 189+51.34

4" PVC & 1" DB BT, Vvh104, STA. 189+48.54

(2X) 4" PVC BT, FTR

.9

EL 27.60

MA 1

.0

1" DB BT, Vvh101, STA. 189+44.40

4" CI FM, Vvh 123, STA. 189+58.10

18" RCP SD

LOWER BY 6"

BRACKET ADJUSTED

BFOT, FTR

VERT. 1" = 5'

HORIZ. 1" = 10'

SCALE:

FLORIDA MINING BLVD SECTION

STA. 10+81, 28.7' LT.

POLE 1/ARM 2

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\RDXSSG01.dgn12:12:49 PM

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

R

W

L I N

E

.8

.6

CRIT. EL = 27.3

.0

.7

.5

.8

£ SURVEY

0 10 20 30 40 50 60 70 80 9010203040 100

£ SURVEY

(3X) 1.5" BFOC, Vvh121, STA. 190+05.09

(2X) 1.25" BFOC, Vvh118, STA. 190+05.51 4" STEEL UNKNOWN, Vvh116, STA. 190+05.46

6" GM, Vvh115, STA. 190+02.46

(2X) 3" PVC FOC, Vvh117, STA. 190+05.48

4" PVC UNKNOWN, Vvh113, STA. 190+02.59

2" PVC UNKNOWN, Vvh114, STA. 190+02.50

T-16

BFOC, Vvh120, STA. 190+05.25

BFOC, Vvh119, STA. 190+05.47 BFOC, Vvh112, STA. 190+04.59

EL 26.92

MA 2

(3X) 1.25" HDPE BFOC, ZAYO

(12X) 1.25" & (8X) 1.5" BFOC, CENTURYLINK

LOWER BY 6"

BRACKET ADJUSTED

(8X) 1.25" BFOC, MCI

20" DIP WM(B)

1.

R I G

E

N T

R Y

L I N

E

VERT. 1" = 5'

HORIZ. 1" = 10'

SCALE:

WATERS AVE SECTION

STA. 190+11, 51.0' RT.

POLE 2/ARM 1

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\RDXSSG01.dgn12:12:49 PM

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

.9

.0

1.

.6

.6

� CONST.

CRIT. EL = 26.4

0 10 20 30 40 50 60 7010203040506070

� CONST.

T-17

EL 26.92

MA 2

LOWER BY 6"

BRACKET ADJUSTED

LOWER BY 6"

BRACKET ADJUSTED

BFOC, Vvh119, STA. 190+05.47

(3X) 1.5" BFOC, Vvh121, STA. 190+05.09

BFOC, Vvh120, STA. 190+05.25

(2X) 1.25" BFOC, Vvh118, STA. 190+05.51

4" STEEL UNKNOWN, Vvh116, STA. 190+05.46

VERT. 1" = 5'

HORIZ. 1" = 10'

SCALE:

FLORIDA MINING BLVD SECTION

STA. 9+49, 28.2' RT.

POLE 2/ARM 2

PUBLIC WORKS ADMINISTRATION

601 E. KENNEDY BLVD.

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\SPDTSG03.DGN12:13:53 PM

REVISIONS

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

PUBLIC WORKS ADMINISTRATION

GAS

N

N

N

CR 584 (WATERS AVE)

CR 584 (WATERS AVE)

CR 584 (WATERS AVE)

T-18

PEDESTRIAN SIGNAL DETAILS

MINING AT CR 584 (WATERS AVE)

NORTHWEST QUADRANT OF FLORIDA

MINING AT CR 584 (WATERS AVE)

NORTHEAST QUADRANT OF FLORIDA

MINING AT CR 584 (WATERS AVE)

SOUTHWEST QUADRANT OF FLORIDA

PEDESTRIAN SYMBOLS

POLE WITH BUTTON

PROPOSED PEDESTRIAN SIGNAL

SIGNAL POLES (2% MAX)

PROPOSED PEDESTRIAN

AREA ADJACENT TO

30"X48" PEDESTRIAN LANDING

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

PUBLIC WORKS ADMINISTRATION

N

CR 584 (WATERS AVE)

T-19

PEDESTRIAN SIGNAL DETAILS

MINING AT CR 584 (WATERS AVE)

SOUTHEAST QUADRANT OF FLORIDA

PEDESTRIAN SYMBOLS

POLE WITH BUTTON

PROPOSED PEDESTRIAN SIGNAL

SIGNAL POLES (2% MAX)

PROPOSED PEDESTRIAN

AREA ADJACENT TO

30"X48" PEDESTRIAN LANDING

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

ROADWAY UNDER SIGNALS)

(HIGHEST POINT OF

CRITICAL ROAD ELEVATION

ELEVATION.

TOP OF FOUNDATION

** GROUT PAD

NO.

ID.

STRUCT.

NO.

ID.

POLE

NO.

SHEET

BY STA.

LOCATION

EL.

ROAD

CRITICAL

GROUND

OUT OF

FOUNDATION

ELEVATION

FOUNDATION

TOP OF

NO.

ARM

RDWY

SIGNAL DATA

DISTANCE FROM POLE

V/H

SIGNAL

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

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

ARM

TOTAL

M.H.

ARM

90/270

DUAL ARMS

/ BETWEEN

SIGN DATA

DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGN

A H1 W1 B H2 W2 C H3 W3 D H4 W4

G

Y

R

G

Y

R

G

Y

R

(ARM M.H.)

HEIGHT

MOUNTING

ARM

TOP OF FOUNDATION ELEVATION

EB WB

POLE FOUNDATION DETAIL

SPECIAL NOTES:

NB SB

SIGN A

FROM POLE

UNIT DISTANCE

DETECTION

MICROWAVE

W1

H1

TOTAL ARM LENGTH

Y NV 31

9.0'2.0' 2.5'3.0'

NB SB EB WB

FROM POLE

UNIT DISTANCE

PREEMPTION

EMERGENCY

1 Y NV2 9.0'2.0'

189+54, 81.3' LT.

190+11, 51.0' RT.

78'

60'

50'

50'

33.5 39.0 44.5 55.5 66.5

34.0 39.0 44.0

1 3 3 4

3 1 3

17.0 328.0 33.5 1 39.0 3 50.5 4

36.0 3 42.0 1 48.0 3

15.0'

6.5' 2.0'

2.0'

63.5'

47.5' 3.0' 2.5'

61.5'8.0'

0.0' 49.0'

47.0'

44.5'

2 10.0'

27.1

27.3

0.50

BC

SIGN B

S I G

N

C

W2

H2 W3

H3

R

23567

20'

21'

21'

7.5'

7.5'

50.0 1

48.0 1

122.5

30.0 1

BACKPLATES.

BACKPLATES. ALL OTHER SIGNAL HEADS REQUIRE RETROREFLECTIVE

D. POWER OUTAGE EMERGENCY BEACON SIGNAL HEADS SHALL NOT HAVE

C. FIELD VERIFY ALL ELEVATIONS LISTED HEREIN.

ITSELF AND THE POLE SHAFT.

SHALL BE OF SUFFICIENT SIZE SO THAT THERE IS NO GAP BETWEEN

BY A MINIMUM OF TWO (2) THREADED FASTENERS. THE BOLT COVERS

SHALL BE GALVANIZED STEEL OR CAST ALUMINUM AND SHALL BE SECURED

B. ANCHOR BOLT COVERS (ORNAMENTAL, NON-ORNAMENTAL, AND/OR PAINTED)

POLE IDENTIFICATION NUMBER SHOWN ON THE PLANS.

ONE INCH (1") HIGH ENGRAVED OR IMPRESSED MARK WHICH BEARS THE

A. EACH POLE AND MAST ARM SHALL BE IDENTIFIED WITH A PERMANENT

DIRECTION FROM ARM NO. 1.

TO BE MEASURED IN A COUNTER CLOCKWISE

ARM NO. 2 - DOUBLE ARM POLE ORIENTATION

LONGEST ARM FOR DOUBLE ARM POLE.

ARM NO. 1 - SINGLE ARM POLE OR

Y NV

Y NV

27.60

26.92

T-9

T-9

26.5

26.4

20'

T-20

MAST ARM TABULATION

10.0'

T-9

T-9 189+54, 81.3' LT.

190+11, 51.0' RT. 27.3

26.4

26.5

27.1 0.5

0.0 26.92

27.60 1

2 V

V

V

V Y

Y

Y

Y N

N

N

N 33.5

34.0

17.0

30.0 1

3 39.0 44.5

39.0 44.0

1 3

1 3

328.0

36.0 3 42.0 1

122.5

55.5 71.03 4

33.5 1 39.0 3 55.5 4

48.0 3

50.0 1

48.0 1

21'50'

60' 21'

50' 20'

78' 20' 90

90 10.0'

10.0'

6.5'

15.0' 9.0'2.0' 2.5'3.0'

9.0'2.0'

2.0'

2.0'

68.0'

52.5' 3.0' 2.5'

7.5'

7.5'

61.5'8.0'

0.0' 49.0'

47.0'

44.5'

**1

**2

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

** PROPOSED FUTURE CONDITIONS

R

DETECTION UNIT

MICROWAVE

G

Y

R Y

R

G

FY

A

321.5

321.5

30.0

30.0

0.0

PUBLIC WORKS ADMINISTRATION

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

T-21 MAST ARM SCHEDULE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

NUMBERS

ID

STRUCTURE

NUMBERS

ASSEMBLY

FIRST ARM SECOND ARM

(deg)

UF

(deg)

LL

POLE SPECIAL DRILLED SHAFT (3)

TYPE

ARM

(ft.)

FAA

(1)

(in.)

FBA

(1)

TYPE

ARM

(ft.)

FAA

(1)

(in.)

FBA

(1)

TYPE

POLE

(ft.)

UAA

(2)

(ft.)

UB

(in.)

UCA

(2)

(ft.)

DA

(ft.)

DB

RA RB RC

(in.)

RD

A78/D/H - - A50/D/H - - 90 - P7/D -

2 A60/D - - A50/D - - 90 - P4/D -

29 5 11 18 12 8

(SEE SHEET T-22)

23 20

24 21

NOTE: MAST ARM STRUCTURES HAVE BEEN DESIGNED AND PROCURED UNDER CIP 69645132. SHOWN FOR SPECIAL DRILLED SHAFT INFORMATION ONLY.

* SEE FOUNDATION NOTE 2

1*

MAST ARM 1-2 LOCATION PARAMETERS

DEPTH 0-4 4-8 8-23.5 23.5-25

CLASSIFICATION SP-SM SP-SM SC SC

WEIGHT (SUBMERGED) 42.6 47.6 42.6 47.6

FRICTION ANGLE 29 30 29 30

ASSUMED DESIGN WATER TABLE IS 0 FT. BELOW SURFACE

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. 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.

4. 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.

5. Work with Standard Plans Index 649-030 and 649-031.

6. Design Wind Speed = 150 mph

FOUNDATION NOTES :

1. Design based on Borings sealed by Kristina LaCava, P.E., MC Squared, Inc.

MAST ARM 1-1 LOCATION PARAMETERS

DEPTH 0-6 6-13.5 13.5-23.5 23.5-25

CLASSIFICATION SP-SM SP-SM, SC SP-SM, SC SP

WEIGHT (SUBMERGED) 42.6 47.6 42.6 47.6

FRICTION ANGLE 29 30 29 30

ASSUMED DESIGN WATER TABLE IS 0 FT. BELOW SURFACE

2. Assumptions and Values used in design:

3. Subsurface materials encountered during site exploration may become unstable and cave in during excavation of the drilled shaft. A temporary casing will be necessary to stabilize the near surface soils.

PUBLIC WORKS ADMINISTRATION

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\SPDTSG01.dgn12:14:04 PM

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

L O

N G I T

U D I N

A

TRANSVERSE

SPREAD FOOTER DETAILS

T-22

(TYPICAL)

3" COVER (MIN.)

EQUALLY SPACED

12 - #6 LONGITUDINAL BARS

EQUALLY SPACED

6 - #6 LONGITUDINAL BARS

EQUALLY SPACED

12 - #6 TRANSVERSE BARS

EQUALLY SPACED

19 - #11 BARS

¡ FOOTING

¡ POLE

6'-6"

2'-7"

6"

SEE NOTE 4

ANCHOR BOLTS

EQUALLY SPACED

7 - #6 LONGITUDINAL BARS

(MIN.)

3" COVER

SEE NOTE 4

ANCHOR BOLTS

(SEE MAST ARM TABULATION SHEET)

FOUNDATION EL.

PLAN VIEW

(CONDUIT NOT SHOWN)

SECTION VIEW

12 - #6 BARS EQUALLY SPACED (BOT.)

12 - #6 BARS EQUALLY SPACED (TOP)

13'-0"

12" LAP

PEDESTAL

� 4 '-6"

B

A R

C

IR

C L E

'-1 0"

6'-6"

2'-3"

B

A R

S

E

Q U

A L L

Y

S

P A

C E

D

(B

O T

B

A R

S

E

Q U

A L L

Y

S

P A

C E

D

(T

O P

MAST ARM 2 SPREAD FOOTING

#6 BARS @ 12"

DIRECTION)

SIDEWALK SLOPE

0.02 (MATCH

FOR DETAILS

SEE STANDARD INDEX 520-001

TYPE F CURB AND GUTTER SHAPE

1'

2'

ARM POLE

¡ MAST

ARM 1 DIRECTION

ARM 2 DIRECTION

(TYPICAL)

4" COVER (MIN.)

7. SPREAD FOOTINGS SHALL BE CAST IN PLACE.

OF THE CONDUIT SHALL BE VERIFIED PRIOR TO CONSTRUCTION.

CONDUIT SHALL BE SEALED IN ACCORDANCE WITH SUBARTICLE 630-3.4. LOCATION

CONDUIT SHALL BE MADE USING A RADIUS NOT LESS THAN 11 INCHES. END OF

6. ALL CONDUIT SHOULD BE RIGID GALVANIZED STEEL OR SCHEDULE 40 PVC. BENDS IN

OF FOOTING.

INCHES CONCRETE COVER AT BOTTOM2

15. ANCHOR BOLTS ARE TO HAVE A MINIMUM 4

REGISTERED ENGINEER.

THE DRAWING AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A QUALIFIED FLORIDA

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH CALCULATIONS FOR THE ANCHOR BOLTS.

TRANSMIT THE MAST ARM LOAD TO THE FOOTER AND THAT FIT THE REINFORCING CAGE.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANCHOR BOLTS THAT EFFECTIVELY

INSTALLATION UNLESS NOTED OTHERWISE.

3. THE COST OF THE FOOTING IS INCLUDED IN THE PAY ITEM NUMBER FOR THE MAST ARM

FOR BACKFILL, COMPACTION, AND DENSITY MATERIAL REQUIREMENTS.

SOIL BELOW FOOTING IS TO HAVE A MINIMUM BEARING CAPACITY OF 2.75 kip/sq ft.

UNIT WEIGHT = 110 LBS./CU.FT. (ASSUMED DRY)

FRICTION ANGLE = 30 DEGREES (30°)

CLASSIFICATION = COHESIONLESS (FINE SAND)

SOIL CRITERIA:

2. THE FOUNDATIONS FOR MAST ARM POLES ARE DESIGNED BASED UPON THE FOLLOWING

SEE NOTE 4. C. ANCHOR BOLTS:

AT 28 DAYS FOR ALL ENVIRONMENTAL CLASSIFICATIONS.

B. CONCRETE: CLASS IV, 2,500PSI (F'C) MINIMUM COMPRESSIVE STRENGTH

REINFORCEMENT. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60.

A. REINFORCING STEEL: REINFORCEMENT SHALL BE DEFORMED BAR

1. FOUNDATION MATERIALS:

MAST ARM SPREAD FOOTER FOUNDATION NOTES:

8/28/2025vserpekian P:\HCE1701\31-Waters at Florida Mining\CADD\69679026\signals\SPDTSG02.dgn12:14:06 PM

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ELEMENT ENGINEERING GROUP, LLC

P.E. LICENSE NUMBER 82646

VICKEN SERPEKIAN, P.E., P.T.O.E.

PRECAST OPTION FOOTING NOTES:

DESIGN METHODS:

CONCRETE:

REINFORCING STEEL:

CONCRETE COVER:

LOAD RESISTANCE FACTOR DESIGN.

THE AREA OF THE REINFORCEMENT SHOWN IN THE DRAWING.

5. WHEN WELDED WIRE FABRIC IS USED, THE AREA MUST BE AT LEAST EQUAL TO

CASTING DATE AND IDENTIFICATION LETTERS AND NUMBERS.

4. MARKING: EACH PRECAST CONCRETE FOOTING SHALL BE MARKED SHOWING

FROM THE END.

SUPPORTED NO CLOSER THAN 6 INCHES AND NO FURTHER THAN 18 INCHES

STORED ON ADEQUATE DUNNAGE. THE PRECAST CONCRETE FOOTING MUST BE

3. STORAGE AND TRANSPORTATION: ALL PRECAST CONCRETE FOOTINGS MUST…