Signalization_Plans.pdf

11/1/2024 3:08:00 PM PW:\

DESCRIPTIONDATE DESCRIPTION

REVISIONS

NO.

SHEET

SMORENCY

DATE

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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T-7

SIGNALIZATION PLAN (2)

YELLOW CLEARANCE

PED. CLEARANCE

PEDESTRIAN WALK

EXTENSION

MINIMUM GREEN

SBLT

CONTROLLER TIMING FOR SR 85 AND P.J. ADAMS PARKWAY

PHASE

CONTROLLER

DIRECTION

TURN TYPE

RED CLEARANCE

MAXIMUM GREEN I

MAXIMUM GREEN II

DET CROSS SWITCH

DUAL ENTRY

VEHICLE RECALL

NB EB SBWBLT NBLT EBLT WB

1 2 3 4 5 6 7 8 P2 P4 P6 P8

NU NU NU

PROT THRU PROT THRU THRU THRUPROT PROT

7.0 20.0 10.0 7.0 10.010.0 20.0 10.0

3.0 2.0 3.0 3.0 3.0 2.0 3.0 3.0

25.0 35.0 25.0 35.050.0 35.0 50.0 35.0

ON

MIN

ON ON ON

MIN

DETS.

NEW

NO. OF

(SEC)

TIME

DELAY

LOOP

DETECTORS FOR LOOPS

L-1

CHANNEL

LOOPS

NO. OF

PHASE

CONTROLLER

MOVEMENT

L-2

L-3

L-4

L-5

L-6

L-7

L-8

L-9

L-10

L-11

L-12

L-13

L-14

L-15

L-16

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

10.0

0.0

0.0

0.0

0.0

YELLOW CLEARANCE

EBRT

DIRECTION

TURN TYPE

INCLUDED PHASES

PROT

4.0

PHASE (OL-A)

MIN. GREEN

ALL RED

INHIBIT WITH PED (PHASE)

1+5

P6

VEHICLE OVERLAP PARENT PHASES

TYPE

SOURCE

TYPE

TURN

TYPE

SIGNAL

CH1 CH2 CH3 CH4 CH5 CH6 CH7 CH8 CH9 CH10 CH11 CH12 CH13 CH14 CH15 CH16

OUTPUT CHANNEL - PHASE ASSIGNMENT TABLE

VEH VEH VEH VEH VEH VEH VEH VEH PED PED PED PED OVL OVL OVL OVL

1 2 3 4 5 6 7 8 P-2 P-4 P-6 P-8 A B C D

SBLT NBT EBT NBLT SBT WBT

TURN

LEFT

BALL BALL TURN

LEFT

BALL BALL HEAD

PED

PROT

WBLT EBLT NU NU NU NU NU NU

TURN

LEFT

TURN

LEFT

NU NU NU NU NU NU

SPEED LIMIT ON P.J. ADAMS PKWY = 35 MPH

SPEED LIMIT ON SR 85 = 45 MPH

SPEED LIMITS ARE AS FOLLOWS:

CONTROLLER TIMING IS INITIAL AND MAY REQUIRE FIELD ADJUSTING AS DIRECTED BY THE ENGINEER.

PROGRAM ALL OVERLAP TYPES AS "NORMAL"

4.0 4.0 4.0 4.04.84.84.84.8

5.5 3.3 4.2 4.1 4.1 3.3 4.1 4.2

36.0

MIN

4.1

EBRT

OLA

OLA

L-17

L-18

L-19

L-20

0.0

0.0

0.0

0.0

ON ON ONON

6. SEE SIGNALIZATION PLAN (3) FOR MORE CONDUIT AND PULL BOX ARRANGEMENT DETAILS.

HEAD FOR MOVEMENTS 3 AND 8 TOWARDS THE WESTBOUND APPROACH TO IMPROVE VISIBILITY TO THE SIGNAL HEADS.

5. ON PROPOSED MAST ARM 1 AT THE NORTHWEST CORNER OF THE INTERSECTION, ORIENTATE THE 3-SECTION AND 5-SECTION

4. CONSTRUCT THE SIGNAL CONTROLLER CABINET BASE AT ELEVATION OF 100.00 FEET.

3. STATIC STREET NAME SIGNS SHALL BE RIGID MOUNTED TO MAST ARMS.

COUNTY AND THE POWER COMPANY REGARDING THE EXACT LOCATION AND TIMING OF INSTALLATION.

2. FLORIDA POWER AND LIGHT TRANSFORMER (FPL) SHALL BE USED FOR POWER SERVICE. COORDINATE WITH OKALOOSA

THE PLANS AND PER STANDARD PLANS INDEX NUMBERS 639-001 AND 639-002.

1. POWER SERVICE METER BASE AND DISCONNECT SHALL BE INSTALLED ON THE CONCRETE SERVICE POLE AS SHOWN ON

SIGNALIZATION CONSTRUCTION NOTES:

11/1/2024 9:37:26 AM PW:\

LGUO

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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LEGEND DESCRIPTION

DRILLED SHAFT FOUNDATION

METER AND SERVICE DISCONNECT

CONDUIT - OPEN TRENCH

CONDUIT - DIRECTIONAL BORE

VARIOUS SIGNAL PULL BOXES AND ARRANGEMENTS

SIGNAL CABINET AND UPS CABINET

HV

HV

LV

ILD

630-2-11

630-2-11

3 630-2-12

10 LF

25 LF

70 LF

630-2-11

630-2-11

3 630-2-12

15 LF

15 LF

75 LF

630-2-12 70 LF

MADE UPON APPROVAL BY THE ENGINEER.

UNDERGROUND SIGNAL RACEWAYS. FIELD ADJUSTMENTS MAY BE

TYPE AND NUMBER OF CONDUITS NECESSARY TO CONSTRUCT THE

THE INTENT OF THIS PLAN SHEET IS TO IDENTIFY THE PULL BOX

6 630-2-11

75 LF

35 LF

630-2-12

PWR

N.T.S

T-8

SIGNALIZATION PLAN (3)

2 15 LF630-2-11

15 630-2-12 60 LF

PWR

630-2-11 10 LF

630-2-12 40 LF

SERVICE DISCONNECT

HV

LV

HV

HV

LV

ILD

ILD

HV

HVLV

ILD

635-2-14 4 EA

635-2-14

635-2-11 2 EA

11 EA 635-2-14 4 EA

635-2-14 5 EA

TRANSFORMERXFORMER:

OVERHEAD ELECTRICOHE:

METER AND SERVICE DISCONNECTM&SD:

WIRELESS ACCESS POINTWAP:

FOUNDATIONFDN:

DRILL SHAFTDS:

ELECTRICAL POWERPWR:

INDUCTIVE LOOP DETECTIONILD:

HIGH VOLTAGEHV:

LOW VOLTAGELV:

630-2-12 70 LF

630-2-12 70 LF

HV

HV

LV

ILD

HV

HV

LV

LV

ILD

8 630-2-12 40 LF

630-2-11 25 LF

NORTHWEST CORNER

SOUTHWEST CORNER SOUTHEAST CORNER

XFORMER

EXIST. OHE W/

HEADWALL

EXIST. DRAINAGE

EXIST. SIGNAL POLE

SCHEDULE OF UNDERGROUND CONDUITS

CABINET

EXIST. SIGNAL

(TYP.)

POLE

PED

PROP.

2-2" CONDUITS: 1-PED SIGNAL, 1-PED DETECTION

1-ILD, 1 SPARE

6-2" CONDUITS: 2-SIGNALS, 2-PED SIGNALS (HV, LV),

3-2" CONDUIT: 1-PED SIGNAL, 1-PED DETECTION, 1-SPARE

1-2" CONDUIT: 1-ILD

6-2" CONDUITS: 2-SIGNALS, 1-CCTV/WAP, 1-ILD, 2-SPARE

1-1 1/4" FOR GND

4-2" CONDUITS: 2-SIGNALS, 1-CCTV/WAP OR LV, 1 SPARE,

1-2" CONDUIT: 1-PWR SERVICE WIRE

1-ILD, 1-360° CAMERA

6-2" CONDUITS: 2-SIGNALS, 2-PED SIGNALS (HV, LV), NORTHEAST CORNER

XFORMER

EXIST. OHE W/

DETECTION

POLE W/ VEHICLE

EXIST. SIGNAL

POLE W/ WAP

EXIST. CCTV

(TO BE REMOVED)

LIGHTING

EXIST. OHE WITH

LIGHTING

EXIST. OHE WITH

11/1/2024 9:37:48 AM PW:\

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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3.95" 76.1" 3.95"

7'-0"

5"

6"D

13"

8"

8"EM

8"

5"

6"D

13"2

6.4" 83.2" 6.4"

8'-0"

8"

8"E

8"

5"

6"D

13"2

SIGN A 2

8'-0" 1"

2'-0" 2.25"

White White

Green

69.1

P

K

4.7

W

5.7

Y

5.2 6.4

L

20.5

6.4

P

7.1

J

6.1 d

6.1 a

6.2 m

9.3 s

4.9 32.9

L

56.6

SIGN B 2

7'-0" 1"

2'-0" 2.25"

White White

Green

S

4.1 76

L

4.1

61.3

B

5.1

L

4.1

V

5.5

D

4.1 4

L

18.7

F

7.4 e

7.8 r

5.2 d

7.8 o

7.9 n

5.3 28.7

L

41.3

T-9

GUIDE SIGN WORKSHEET

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

95.20

EX. W

EX. W

BFO

BFO

WW

R

W

L I N

E

BFO S

40'

CROSS SECTIONS OKALOOSA COUNTY

Bijan Behzadi, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

L

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AKO

YNT

PW:\SMORENCY 11/1/2024 3:08:19 PM Rdxsrd_shg

DATE DESCRIPTION

DATE DESCRIPTION

SCALE:

1" = 10' HORIZONTAL

1" = 10' VERTICAL

EL. 91.99

EL. 93.43' EL. 94.06

0 1010 2020 3030 4040

120+19.00

¡ CONST. PJ ADAMS

5060708090100

T-11

MAST ARM POLE.

THE DRILLED SHAFT FOUNDATION AND ERECTING THE

FOUNDATION HOLE, INSTALLING REBAR CAGE, FORMING

APPLIES TO ALL WORK RELATED TO PREPARING THE

MAINTAINED DURING AND AFTER THE CONSTRUCTION. THIS

COMPANY AND ENSURE THE OSHA CIRCLE OF SAFETY IS

AND SCHEDULE MEETINGS ON SITE WITH THE POWER

THE EXISTING HIGH VOLTAGE POWER LINES, COORDINATE

AT THE INTERSECTION. PRIOR TO COMMENCING WORK UNDER

EXISTING OVERHEAD DISTRIBUTION POWER LINES EXIST 4.

DRAWINGS.

STRUCTURE VARIABLES AND THE CORRESPONDING SHOP

OF THE MAST ARM POLE ASSEMBLY AS SHOWN ON THE

ACCOMMODATE THE CLEARANCES AND THE TOTAL LENGTH

ALL LOCATIONS AND ELEVATIONS WILL CORRECTLY

CONTRACTOR AND THE ENGINEER SHALL CONFIRM THAT

PRIOR TO DRILLED SHAFT INSTALLATIONS, BOTH THE3.

ARM POLE SHOP DRAWINGS PRIOR TO FABRICATION.

SUBMIT THE ACTUAL ELEVATIONS WITH THE MAST2.

PRIOR TO FABRICATION OF MAST ARM POLES.

UTILITY LOCATIONS SHALL BE FIELD VERIFIED1.

NOTES:

OFFSET 72.0' LT

STA. 120+19.0 ℄ CONST. PJ

PJ ADAMS PKWY WB

MAST ARM POLE 1

6' 11' 11'

.5

M I N I

M U

M

PJ ADAMS PKWY WB

96.60

EX. W

BFO BFO

BFO

BFO

R

W

L I N

E

CROSS SECTIONS OKALOOSA COUNTY

Bijan Behzadi, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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AKO

YNT

PW:\LGUO 11/1/2024 9:38:43 AM Rdxsrd_shg

DATE DESCRIPTION

1" = 10' VERTICAL

EL. 95.20'

EL. 97.50'

EL. 96.62'

SOUTH

EXTENDING

70' ARM

£ SR 85

791+06.96

0 1010 2020304050607080 40 5030 60

T-12

MAST ARM POLE.

THE DRILLED SHAFT FOUNDATION AND ERECTING THE

FOUNDATION HOLE, INSTALLING REBAR CAGE, FORMING

APPLIES TO ALL WORK RELATED TO PREPARING THE

MAINTAINED DURING AND AFTER THE CONSTRUCTION. THIS

COMPANY AND ENSURE THE OSHA CIRCLE OF SAFETY IS

AND SCHEDULE MEETINGS ON SITE WITH THE POWER

THE EXISTING HIGH VOLTAGE POWER LINES, COORDINATE

AT THE INTERSECTION. PRIOR TO COMMENCING WORK UNDER

EXISTING OVERHEAD DISTRIBUTION POWER LINES EXIST 4.

DRAWINGS.

STRUCTURE VARIABLES AND THE CORRESPONDING SHOP

OF THE MAST ARM POLE ASSEMBLY AS SHOWN ON THE

ACCOMMODATE THE CLEARANCES AND THE TOTAL LENGTH

ALL LOCATIONS AND ELEVATIONS WILL CORRECTLY

CONTRACTOR AND THE ENGINEER SHALL CONFIRM THAT

PRIOR TO DRILLED SHAFT INSTALLATIONS, BOTH THE3.

ARM POLE SHOP DRAWINGS PRIOR TO FABRICATION.

SUBMIT THE ACTUAL ELEVATIONS WITH THE MAST2.

PRIOR TO FABRICATION OF MAST ARM POLES.

UTILITY LOCATIONS SHALL BE FIELD VERIFIED1.

NOTES:

OFFSET 44.0' RT

STA. 791+07.0 £ SR 85

SR 85 NB

MAST ARM POLE 2

12' 12' 12' 12' 12'

SR 85 NB

11'11'5'

SR 85 SB

78'

R Y GR Y GR Y G R Y G

100.20

BFO

EX. WG

G

BFO

S

R

W

L I N

E

EL. 96.91'

EL. 98.00'

EL. 100.06'

CROSS SECTIONS OKALOOSA COUNTY

Bijan Behzadi, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

L

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AKO

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PW:\SMORENCY 11/1/2024 3:08:21 PM Rdxsrd_shg

DATE DESCRIPTION

1" = 10' VERTICAL

789+87.94

£ SR 85

0 1010 202030405060708090100120 110

T-13

MAST ARM POLE.

THE DRILLED SHAFT FOUNDATION AND ERECTING THE

FOUNDATION HOLE, INSTALLING REBAR CAGE, FORMING

APPLIES TO ALL WORK RELATED TO PREPARING THE

MAINTAINED DURING AND AFTER THE CONSTRUCTION. THIS

COMPANY AND ENSURE THE OSHA CIRCLE OF SAFETY IS

AND SCHEDULE MEETINGS ON SITE WITH THE POWER

THE EXISTING HIGH VOLTAGE POWER LINES, COORDINATE

AT THE INTERSECTION. PRIOR TO COMMENCING WORK UNDER

EXISTING OVERHEAD DISTRIBUTION POWER LINES EXIST 4.

DRAWINGS.

STRUCTURE VARIABLES AND THE CORRESPONDING SHOP

OF THE MAST ARM POLE ASSEMBLY AS SHOWN ON THE

ACCOMMODATE THE CLEARANCES AND THE TOTAL LENGTH

ALL LOCATIONS AND ELEVATIONS WILL CORRECTLY

CONTRACTOR AND THE ENGINEER SHALL CONFIRM THAT

PRIOR TO DRILLED SHAFT INSTALLATIONS, BOTH THE3.

ARM POLE SHOP DRAWINGS PRIOR TO FABRICATION.

SUBMIT THE ACTUAL ELEVATIONS WITH THE MAST2.

PRIOR TO FABRICATION OF MAST ARM POLES.

UTILITY LOCATIONS SHALL BE FIELD VERIFIED1.

NOTES:

OFFSET 107.6' LT

STA. 789+87.9 £ SR 85

SR 85 SB

MAST ARM POLE 3

.5

M I N I

M U

M

12' 12'11'11' 12' 12' 5'

SR 85 SB

SR 85 NB

78'

11/3/2024 4:08:50 PM PW:\

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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24"

CONTROLLER

T-14

PORT

SDLC

ETH PORT

CARD

PROGRAM

SMART MONITOR

21 3 4 5 6 7 8

1211109 13 14 15 16

1 2 3 A

4 5 6

7 8 9

B

C

DEFG

ESC YES

ENTNEXT

NO

CABINET TOP MOUNTED

WIRELESS ANTENNA

(NOT IN CONTRACT)

SMARTVIEW

ADV. DETECTION/ CABINET TOP MOUNTED

WIRELESS ANTENNA

ON MAST ARM

CAMERA MOUNTED

360 DEGREE

RPMU

DETECTOR RACK DETECTOR RACK

MMU

PWR SUPPLY

DCM

CONNECTORS

ANTENNA

SDLC

BACKPLANE

CABINET

SDLCEND)

(YELLOW

CABLE

SDLC

WiFi 1

WiFi 2

LTE 1

LTE 2

GNSS

GPS/

DETECTOR RACK

RS-232 OVER RJ-45

CONNECT MMU TO RS 232 SERIAL PORT

ETH. PORT

TO ANY OPEN

CONTROLLER

CONNECT

ATC

2-16 LE

MMU

PORT

NTCIP ETH.

MODEM)

(SENSOR AND

HARDWARE

FRO TRAFFIC LINK

POWER SUPPLY

STRIP

POWER

TO AC

POWER

SDLC

WIRELESS ANTENNA

DSRC

5.9 GHz GPS

M1M01

CELL

M1M02

CELL WiFi1

WiFi2 DSRC

2.4/5 GHz

DSRC

2.4/5 GHz

MIMO 2

2G/3G/4G

MIMO 1

2G/3G/4G

22 LBS

360 DEGREE CAMERA DETECTIN

(NOT IN CONTRACT)

7.1 LBS

18" X 5.5" X 9.1"

(SMARTVIEW)

ADVANCE DETECTION

18"

9.1"

22.1"

14.4"

NEMA TS2 TYPE 1

SIGNAL CABINET

CABINET EQUIPMENT LAYOUT

FRONT VIEW OF TRAFFIC SIGNAL

VIDEO DETECTION FOR ATSPM

AUTOMATIC TRAFFIC SIGNAL PERFORMANCE MEASURES SYSTEM DIAGRAM

MODEM

CONTROL

DETECTION

PORT

SDLC

ETH PORT

CARD

PROGRAM

SMART MONITOR

21 3 4 5 6 7 8

1211109 13 14 15 16

OKALOOSA COUNTY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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TYPICAL PEDESTRIAN SIGNAL DETAIL

SLIP FITTER, TRI-STUD

PEDESTRIAN PUSH BUTTON

DOOR AND GROUNDING LUG.

ASSEMBLY WITH ALUMINUM

ALUMINUM SQUARE BASE

FINISHED GRADE

18 INCH LENGTH

INCH DIAMETER BY4

ANCHOR BOLT SET OF 4

NOT REQUIRED)

(FOUNDATION REINFORCING

(CLASS "1" CONCRETE)

36 INCH DEPTH

24 INCH DIAMETER

NUMBER OF CONDUITS

SEE PLAN SHEETS FOR

CONDUIT (30" DEPTH)

2" PVC SCHEDULE 40

(30" DEPTH)

CONDUIT

SCHEDULE 40

2" PVC

PEDESTRIAN SIGNAL CABLE

PULL BOX FOR HIGH VOLTAGE

CONDUIT (30" DEPTH)

2" PVC SCHEDULE 40

CONTINUOUS OR ARRAY

COPPER CLAD GROUND ROD

INCH DIAMETER8

520 LF

CONDUIT (30" DEPTH)

2" PVC SCHEDULE 40

1-WAY OR 2-WAY, SINGLE STUD.

BRACKET ALUMINUM,

SIGNAL MOUNT, UPPER

COUNTDOWN TYPE

SIGNAL INDICATION, L.E.D.

PEDESTRIAN, ALUMINUM

DETECTOR CABLE

VOLTAGE PEDESTRIAN

PULL BOX FOR LOW

PEDESTRIAN ACTUATION SIGN

NTS

ALUMINUM, 1-WAY, SINGLE STUD.

SIGNAL MOUNT, LOWER BRACKET

CONTROLLER CABINET INSTALLATION

ISOMETRIC VIEW OF TYPICAL ADVANCE TRAFFIC

NTS

CABINET BASE DETAILS

PEDESTRIAN SIGNAL AND

5.5' C.C

CABINET TOP MOUNTED

WIRELESS ANTENNA

48 H x 22 W x 16.5 D

3R RATING, UL 50 E

LOUVERED VENTS, NEMA

CONTROL FANS AND

SUNSHIELD, THERMOSTAT

UPS CABINET WITH

WORK PAD

B

36"30"

A

J

H

F

D

I

G

E

C

(TYPICAL)

CONDUIT

U .P .S

A S

S E

M B

L Y

P

A D

C O

N T

R O

L L

S E

M B

L Y

P

A D

(TYPICAL)

CONDUIT

ALL CONDUITS SHALL BE SCHEDULE 40 PVC

COMMUNICATIONS 3"-J

AND ITS CCTV CAMERA CABLES

EMERGENCY VEHICLE DETECTION

VIDEO DETECTION AND/OR INDUCTIVE LOOP DETECTION 3"-I

PEDESTRIAN DETECTION 3"-H

STREET LIGHTING AND/OR ILLUMINATED SIGNAGE 3"-G

PEDESTRIAN SIGNAL CABLE 3"-F

VEHICLE SIGNAL CABLE 3"-E

POWER SERVICE1 1/4"-D

GROUND WIRE 3/4"-C

U.P.S. POWER CONDUIT1 1/4"-B

U.P.S. COMMUNICATIONS CONDUIT 2"-A

CABINET

TRAFFIC CONTROLLER

OPEN

WITH DOORS

TOP VIEW

M

SD

SERVICE DISCONNECT

WITH METER AND

SERVICE POLE (SOLID)

CABINET COMPONENT INVENTORY:

VEHICLE DETECTION.

REQUIRED). CONTAINS OPTIONAL ONE DETECTOR RACK CAPABLE OF 16 ADDITIONAL CHANNELS OF

SHELF "C" CONTAINS COMMUNICATIONS INTERFACE, ETHERNET SWITCH, AND VIDEO ENCODER (IF 3.

DETECTION. ONE 16 CH DET. RACK FOR PREEMPTION AND PHASE SELECTOR.

SHELF "B" CONTAINS TWO DETECTOR RACKS CAPABLE FOR 32 CHANNELS OF VEHICLE 2.

UNIT. DOCUMENT DRAWER MOUNTED UNDER THIS SHELF.

SHELF "A" CONTAINS POWER SUPPLY, TRAFFIC CONTROLLER, AND MALFUNCTION MANAGEMENT 1.

NOT TERMINATED ON A TERMINAL STRIP.

7. INSTALL HEAT SHRINK CAPS ON ALL SPARE CONDUCTORS

TO A PED-HEAD CONTROL UNIT.

TERMINAL BLOCK CAPABLE OF CONNECTING A 3-WIRE CABLE

LARGER SIGNS). THE PBS SHOULD INCLUDE A 3-POSITION

BUTTON COVER, SIGN, AND OPTIONAL SIGN BACKPLATE (FOR

BACKPLATE, ELECTRONICS MODULE, ARROW BUTTON DIAPHRAGM,

PBS THAT IS A MODULAR DEVICE CONSISTING OF A

TERMINALS AT THE BOTTOM. FURNISH AND INSTALL THE

IN THE UPRIGHT ORIENTATION WITH THE CONNECTION

6. THE PUSH BUTTON STATION (PBS) MUST BE MOUNTED ONLY

5. ALL FASTENERS SHALL BE STAINLESS STEEL.

FULL HAND, AND FULL MAN TYPE.

4. PEDESTRIAN SIGNAL INDICATIONS SHALL BE L.E.D., COUNTDOWN,

3. GROUND WIRE SHALL BE 6 STRANDED.

EMERGENCY VEHICLE DETECTION CABLE, AS NEEDED.

2. LOW VOLTAGE PULL BOX SHALL CONTAIN PEDESTRIAN DETECTION CABLE, VIDEO DETECTION CABLE, AND OPTICOM

CABLE, AS NEEDED.

1. HIGH VOLTAGE PULL BOX SHALL CONTAIN SIGNAL CABLE, STREET LIGHTING CABLE, AND ILLUMINATED SIGN

CONSTRUCTION NOTES:

X 0.237 INCH WALL

SCHEDULE 40, 4 INCH O.D.

POLE, SPUN ALUMINUM

T-15

CABLE TO CONTROLLER

IMSA 50-2 SHIELDED

FROM PUSH BUTTONS

IMSA 50-2 SHIELDED CABLE

BLACK

WHITE (NEUTRAL)

BLACK

SHIELD

WHITE (NEUTRAL)

CABLE TO CONTROLLER

IMSA 19-1, 9 CONDUCTORS

SIGNAL INDICATIONS

CABLE FROM PEDESTRIAN

IMSA 19-1, 9 CONDUCTORS

3 RED

5 ORANGE

4 GREEN

2 WHITE (NEUTRAL)

1 BLACK (SPARE)

8 RED/BLACK

6 BLUE (SPARE)

9 GREEN/BLACK

7 WHITE/BLACK

3 RED

5 ORANGE

4 GREEN

2 WHITE (NEUTRAL)

1 BLACK (SPARE)

8 RED/BLACK

6 BLUE (SPARE)

9 GREEN/BLACK

7 WHITE/BLACK

CABLE TO CONTROLLER

IMSA 50-2 SHIELDED

FROM PUSH BUTTONS

IMSA 50-2 SHIELDED CABLE

WHITE (NEUTRAL) WHITE (NEUTRAL)

BLACKBLACK

SHIELD

NTS

SIGNAL WIRING DETAIL

TYPICAL PEDESTRIAN 2-WAY

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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12" 6" 6"

12"

30"

30" 12"30"

30"

12"12"

PULL BOX DETAILS

CONCRETE APRON AND

BOXES SHALL BE DETERMINED IN THE FIELD.

THE ORIENTATION OF CONCRETE APRONS WITH MULTIPLE PULL & JUNCTION3.

BETWEEN THE APRONS UTILIZED TO AVOID CRACKING.

ANOTHER, THEY SHALL BE FORMED TOGETHER WITH AN EXPANSION JOINT

WHEN MULTIPLE CONFIGURATIONS OF PULL BOXES ARE ADJACENT TO ONE2.

STANDARD PLANS 635-001.

CONCRETE REINFORCEMENT AND INSTALLATION REQUIREMENTS TO BE PER1.

NOTES:

TRAFFIC SIGNAL

TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL

T-16

12" 6"

12"

30"

30"

TRAFFIC SIGNAL TRAFFIC SIGNAL

TRAFFIC SIGNALTRAFFIC SIGNALTRAFFIC SIGNAL

30"6"

4. SEE GENERAL NOTES FOR PULL BOX COVER LEGENDS.

12"12"

ELECTRICAL

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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EXTENSION CABLE

BATTERY STRING 1

TEMPERATURE

SENSOR CABLE

BATTERY

HARNESS

CABLE

BATTERY

(12Vdc)

BATTERY TYPE: VRLA, 4 BATTERIES PER STRING

FUSE

Filter

Access

Fan

Access

On-Line Relay 4

LOAD

In: 120v Battery:54.6v

Out: 120v Load: 1000va

Battery CB, 85A

I/O

Reset

C1 C3

C2 C4 Battery Input, 48 VDC

Battery

Temp

Relay Outputs

NO C NC NO C NC

NO C NC NO C NC

Battery

Test Point

Battery Comm

Input CB, 30 A

SBP

Relay

Outputs

NO C NC NO C

NO C NC NO C

Input

Contacts

C5

C6

S1

S2

OUTPUT: 120 VAC,50/60Hz INPUT: 120 VAC,50/60Hz

L N L N

1 2 3 5 6 84 9 10 11 12 13

20 1719 18 18 16 15 14

RESET BUTTON.7.

UNIVERSAL I/O (UIO) PORT.6.

USB PORT.5.

BATTERY DC CIRCUIT BREAKER.4.

SERIAL PORT.3.

REPLACEABLE FAN ASSEMBLY.2.

REPLACEABLE FILTER.1.

FRONT PANEL - ENLARGED VIEW

TERMINAL BLOCK COVER NOT SHOWN

TO UPS

48"

96"

20. HIGH CURRENT DC INPUT/OUTPUT CONNECTOR.

19. BATTERY TEMPERATURE SENSOR CONNECTOR.

18. RELAY OUTPUT CONNECTOR.

17. BATTERY TEST POINTS

16. RELAY INPUT CONNECTOR.

15. AC OUTPUT CONNECTOR (BLACK).

14. AC INPUT CONNECTOR (WHITE).

13. INPUT AC CIRCUIT BREAKER.

12. SERVICE BYPASS (SBP) INTERFACE.

11. COMMUNICATIONS CONNECTOR - FUTURE USE.

10. LCD INTERFACE.

9. STATUS LEDs.

8. ETHERNET PORT.

BATTERY HARNESS DETAILS

(TYPICAL ARRANGEMENT FOR 1 BATTERY STRING SHOWN FOR ILLUSTRATION.

UPON THE RUNTIME REQUIREMENT)

MULTIPLE BATTERY STRINGS CAN BE CONNECTED TO THE UPS DEPENDING

ISOMETRIC VIEW

OUTPUT

INPUT

WEIGHT: 22 LBS

DEPTH: 10.3"

WIDTH: 17.1"

HEIGHT: 3.5"

MECHANICAL DIMENSIONS:

SUPPLY DETAILS

UNINTERRUPTIBLE POWER

T-17

THE MAXIMUM CONNECTED LOADS.

REMOTE MONITORING AND MANAGEMENT. THE UPS TO BE SIZED TO ACCOMMODATE

MANUAL), EQUIPPED WITH ETHERNET PORT, SUPPORTS SNMP PROTOCOL FOR

(3 WIRE, SINGLE PHASE), DOUBLE CONVERSION, INTERNAL BYPASS (AUTOMATIC AND

120 VAC IN/OUT RACK MOUNTED, OUTPUT CONNECTOR TYPE, TO BE HARD WIRED

THE UPS FOR OKALOOSA COUNTY IS A SMART UPS INDUSTRIAL, 1300VA /1300W,1.

NOTE:

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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FACTORY OPTION)

(RIGHT HAND

LEFT HAND DOOR

(FACTORY OPTION)

COMPARTMENT

GENERATOR PLUG

FOR REFERENCE ONLY

BATTERIES SHOWN

KNOCKOUT

1X Ø 3.00

KNOCKOUT

4X Ø 0.50

KNOCKOUT

4X Ø 1.00

FRONT VIEW

SIDE VIEW

ISOMETRIC VIEW

ISOMETRIC VIEWTOP VIEW WITH DOOR OPEN

22.20

47.94

1.40

8.30

30.85

41.15

16.24

18.06

19.27

9.65

11.90

18.00

19.50

10.00

10.00

3.56

1.75

149°

SUPPLY CABINET DETAILS

UNINTERRUPTIBLE POWER

T-18

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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NTS

CCTV PERFORMANCE SPECIFICATIONS

NTS

CLAMP ATTACHMENT DETAIL

MAST ARM MOUNTED CCTV CABLE

CLAMP, MALE STELLAR ASTRO-BRACKET, ALUM

KIT, V-BOLT, 5/16"-18, STAINLESS

PLATE, CABLE CLAMP, ASTRO-BRACKET, STELLAR 2-HOLE, ALUM

BOLT, HEX HEAD TAP, 7/16"-14 X 1-1/4", TYPE 304 STAINLESS

CLAMP, FEMALE STELLAR ASTRO-BRACKET, CABLE MOUNT, ALUM

LOCK WASHER, SPLIT, 7/16", TYPE 304 STAINLESS

BOLT, HEX HEAD, 7/16"-14 X 1-1/2", TYPE 304 STAINLESS

CABLE ASSY, ASTRO-BRACKET, STAINLESS CABLE END & CABLE1

MOUNTING DETAIL

CCTV CAMERA AND

PTZ NETWORK CAMERA, Q6315 LE, 60 HZMODELS

10.6 LBSWEIGHT

HEIGHT: 10.3 INCHESDIMENSIONS

POE 60 W SFP MIDSPAN 1-PORTPOWER

MULTI-LEVEL USER, IP ADDRESS FILTERINGSECURITY

UP TO 50/60 FPS (50/60 HZ) IN ALL RESOLUTIONSFRAME RATE

ZOOM: 31X OPTICAL, 12X DIGITAL, TOTAL 372X ZOOM

TILT: +20 TO -90°, 0.05° - 500°/S

PAN: 360° ENDLESS, 0.05° - 550°/SPAN/TILT/ZOOM

1024 MB RAM, 512 MB FLASHMEMORY

1920X1080 (HDTV 1080P) TO 320X180RESOLUTION

1 2 3

ON

1 2 3 4 5 6 7 8 9 10

HD IP ADDRESSABLE CCTV CAMERA

PRESSURIZED DOME,

TO MOUNTING KIT

ATTACH CAMERA BODY

SEE DETAIL "A"

MOUNTING KIT

NOTE:

ROADWAY ELEVATION.

OF CCTV CAMERA DOME TO HIGH POINT OF

HEIGHT MEASURED FROM THE LOWEST PORTION

SIZE THE BRACKET ARM TO ACHIEVE 25' MOUNTING

BY THE CAMERA MANUFACTURER

BRACKET ARM TO BE SUPPLIED

UTP CAT 5e OR CAT 6e CABLE

CCTV MOUNTING KIT

POWER CONNECTORSWITCH

ID SETTING

PROTOCOL SWITCH

CAMERA CONTROL

DETAIL "A"

CCTV CAMERA

T-19

WITH 682-1-113

TO BE USED

BIJAN BEHZADI, P.E.

P.E. LICENSE NUMBER 43868

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502-5945

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SINGLE PHASE

120/240 Vac SEC.

UTILITY TRANSFORMER

SINGLE PHASE

200 AMP METER

120 Vac

3 - #10 AWG

CABINET

TRAFFIC SIGNAL

IN 3/4" RGS C.

1 - #6 AWG GND.

APPROVED GROUND CONNECTION

ONE LINE DIAGRAM

OUTDOOR USE

RATED FOR S.E. AND

6 SPACE/12 CIRCUITS

SINGLE PHASE, 100 A MCB

LOAD CENTER

30A 1P (SIGNAL)

30A 1P (SPARE)

30A 2P (SPARE)

GND.

BONDING JUMPER

#6 AWG

NEUT.

DIAGRAM

ELECTRICAL ONE-LINE

IS REQD)

(WHEN LTG

30A 2P

L1, N, G

L2 L1

SIDE

LINE

120 / 240 V

PHASE, 3-WIRE

200 AMP, SINGLE

SIDE

LOAD

TO METER

INSULATED GROUND

# 6 AWG CU GREEN

NEUTRAL

LUG(S)

NEUTRAL

FEEDER

SERVICE

3 - #2 AWG

PHASES

INCOMING

NEUTRAL

INCOMING

150 KA PER PHASE

120/240 Vac

SPD, 1Ø NEUTRAL

1 - #6 AWG GND.

3 - #2 AWG, L1, L2 & N

CONDUCTORS BY POWER COMPANY

ELECTRICAL POWER SERVICE FEEDER

T-20

NOTE:

OF 6" BELOW FINISH GRADE.

3/4 INCH RIGID GALVANIZED CONDUIT. CONDUIT SHALL EXTEND A MINIMUM

- #6 AWG GREEN GROUND WIRE SHALL BE IN 3/4 INCH SCHEDULE 80 PVC OR

BELOW FINISH GRADE.

PVC SLEEVE AROUND IT AT GROUND LEVEL EXTENDING 12" ABOVE AND 6"

- WHEN USING SCHEDULE 80 PVC, THE PIPE SHALL HAVE LARGER DIAMETER

GALVANIZED THREADED COUPLINGS.

- RIGID GALVANIZED CONDUIT SHALL BE CONNECTED TOGETHER BY USE OF

OR SCHEDULE 80 PVC.

- ABOVE GROUND ELECTRICAL SERVICE CONDUIT SHALL BE RIGID GALVANIZED

OF SERVICE.

- #2 AWG WIRE SHALL BE USED FROM THE METER SOCKET TO THE POINT

- SPACE 6 SHALL BE RESERVED FOR FUTURE USE

LIGHTING

- CKT. 4, 5 SHALL BE A DOUBLE POLE 30 AMP FOR INTERSECTION

- CKT. 2, 3 SHALL BE A DOUBLE POLE 20 AMP FOR SPD

CABINET

- CKT. 1 SHALL BE A SINGLE POLE 30 AMP FOR TRAFFIC SIGNAL

- ALL CIRCUIT BREAKERS AND SPACES SHALL BE ASSIGNED AS FOLLOWS:

RATED FOR OUTDOOR USE AND SERVICE ENTRANCE.

- MAIN BREAKER LOAD CENTER SHALL BE 100 AMP 6 SPACE / 12 CIRCUIT

RATED FOR OUTDOOR USE.

- METER SOCKET SHALL BE 200 AMP LEVER BYPASS NEMA 3R ENCLOSURE

DISCONNECT ASSEMBLY IN MAIN TRAFFIC SIGNAL ELECTRICAL SERVICE:

ONE-LINE DIAGRAM FOR THE TRAFFIC CONTROL STANDARD POWER SERVICE

FOLLOW THE DETAILS BELOW AND AS SHOWN ON THE ELECTRICAL POWER

N G

100A, 2P

MCB

24"

RS-485

LAN

SDLC

L1 L2

20A 2P

(SPD)

WELD GROUND CONNECTION

APPROVED EXOTHERMIC

WELD (TYP.)

EXOTHERMIC

CLAD ROD (TYP.)

5/8" x 20' LONG COPPER

10' MIN.

11/8/2024 1:39:05 PM PW:\3782\10002760\10271932\6.0_CAD_BIM\6.2_WIP\12345615202\struct\T-21.dgn

DARANDER

OKALOOSA COUNTY

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MAST ARM DATA TABLE

Chester A. Smith III, P.E.

P.E. LICENSE NUMBER 70756

HDR Engineering, Inc.

401 N. Cattlemen Road, Suite 210

Sarasota, FL 34232

(ft.)

UB

(ft.)

UAA

POLE

STANDARD MAST ARM ASSEMBLIES DATA TABLE

(deg)

LL

(deg)

UF

SECOND ARM

(ft.)

FAA

FIRST ARM

Table Date 11-01-16

ID

SHAFT

DRILLED

ID

ARM

ID

ARM

DESIGNATION

ID

POLE

(ft.)

SAA

RBRA RC

11*

SPECIAL FOUNDATION DATA TABLE

POLE 1

POLE 2

(deg)

ANGLE

FRICTION

SOIL

(ft.)

THICKNESS

LAYER

SOIL

RE

SHAFT AND REINFORCEMENT

NUMBERS

POLE ID

NUMBERS

POLE ID

POLE 1

POLE 2

NUMBERS

POLE ID

(ft.)

DB

(in.)

RD

(1)

(pcf)

WEIGHT

SOIL

(in.)

RF

FOUNDATION DESIGN PARAMETERS

(2)

TYPE

SOIL

SAND

A40/S 18 10 6

18 10 6

60Work with Index 649-030 and 649-031.4.

that include non-standard Handhole location, paint color, terminal compartment requirement, and pedestrian features.

Work this sheet with the Signal Designer’s “Mast Arm Tabulation”. See “Mast Arm Tabulation” for special instructions 3.

and the pole height shortened from UA to UAA.

If an entry appears in column UAA, a shorter pole is required. This is obtained by removing length from the pole tip 2.

and the arm length shortened from FA to FAA. SAA Similar.

If an entry appears in column FAA, a shorter arm is required. This is obtained by removing length from the arm tip 1.

NOTES [Notes Date 11-01-16]:

P7/D

P2/S

A78/D

10 9

10 9

A40/S-P2/S

A78/D-A70/D-P7/D

19.522.5

90A70/D

POLE 3 A78/S-P6/S A78/S -

P6/S *

25.75

50.5

POLE 3 5 11 18 10 6 10 9

POLE 1

POLE 2

POLE 3

60 26 38 SAND

60 26 38 SAND

(3)

N-VALUE

AVERAGE

WEIGHTED

C h e c k e d

B y

C

D e s ig n e d

B y

D r a w n

B y

STRUCTURE NO. 57M115

1. Assumptions and Values used in design:

FOUNDATION NOTES:

(ft.)

DA

23.75 20.75 46

C h e c k e d

B y

C

T-21 existing ground. The cost of casing will be covered under Pay Item 455-107-6.

All drilled shafts require permanent casing for the length of shaft below

2. For geotechnical information and notes, see Report of Core Boring sheet.

(3) This value is determined over the length of the drilled shaft 'DA'.

(2) Soil type is sand (cohesionless)

(1) Design water table is 0 ft. below surface

Chester A. Smith III, P.E.

P.E. LICENSE NUMBER 70756

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502

Chester A. Smith III, P.E.

P.E. LICENSE NUMBER 70756

HDR Engineering, Inc.

25 West Cedar Street, Suite 200

Pensacola, FL 32502