Plans_Section_S.pdf

SIGNAL PLAN GENERAL NOTES

PROVIDE GALVANIZED STEEL OR ALUMINUM MATERIAL FOR PIPE, SPACER, AND FITTINGS.

TUNNEL VISORS. PROVIDE THE EXTERIOR WITH COLORED PLASTIC MATERIAL, DO NOT PAINT.

PROVIDE POLYCARBONATE PLASTIC FOR ALL SIGNAL INTEGRALLY HEADS, HAVING A HIGHWAY YELLOW CASING AND FULL

ALL SIGNAL HEADS:

PROVIDE LIGHT EMITTING DIODE (LED) FOR ALL SIGNAL HEAD TYPES. MEET THE FOLLOWING SPECIFICATIONS FOR

MULTI WAY HEADS WITH PIPE SPACERS. USE WATERPROOF CAPS TO CLOSE THE OPENINGS UNUSED FOR MOUNTING PURPOSES.

FURNISH MULTI WAY HEADSWITH TOP AND BOTTOM BRACKETS F0R MOUNTING PURPOSES. FIT FACES OF LESSER HEIGHT IN

THREE WAY, OR A MAXIMUM OF FOUR WAY HEAD.

MOUNT SIGNAL FACES ALONE AS A ONE WAY HEAD, OR COMBINED WITH ADDITIONAL FACES TO FORM A TWO WAY, THE SPECIFIED LENS SIZE, COLOR AND CIRCULAR OR ARROW CONFIGURATION FORMING A SPECIFIED SIGNAL FACE.

FURNISH HEADS IN ARRANGEMENTS SUCH THAT FROM ONE TO MAXIMUM OF FIVE SECTIONS ASSEMBLED WITH

REMOVAL OF TRAFFIC SIGNAL INSTALLATION

SIGNAL SUPPORT

PEDESTRIAN SIGNAL HEAD

DESCRIPTION OPERATING VOLTAGE RANGE OPERATING TEMPERATURE RANGE

TRAFFIC SIGNAL BY-SECTION CONTROLLER, ACTUAL, BY SIZE, SOLID STATE DIGITAL, MODULAR BY PHASE

S-01

THE CONTROLLER CABINET SHALL INCLUDE THE FOLLOWING EQUIPMENT:

- EXCHANGEABLE METAL FILTER ON FRONT DOOR

- AUXILIARY 115VAC OUTLET

- GFI 115VAC MAINTENANCE OUTLET

- RFI SUPPRESSION

- MAIN POWER PROTECTED BY SURGE ARRESTOR

- LIGHTING ARRESTERS ACROSS EACH LOOP DETECTOR INPUT

- DUAL FANS WITH THERMOSTAT

- TS2 BIU 130

- MMU WITH RS-232

- ETHERNET CONTROLLER

- 32U/56" RACKS

- DOOR ALARM SWITCH

- POLICE ACCESS ON FRONT DOOR

DESCRIPTION NORMAL WATTAGE NOMINAL WAVELENGTH LENS COLOR

505NM CLEAR2212" GREEN

590NM YELLOW 3012" YELLOW

622NM RED 1812" RED

-40 C TO +74 C80V-135V12" RED

-40 C TO +74 C80V-135V 12" YELLOW

-40 C TO +74 C80V-135V12" GREEN

SIGNAL CONTROLLER AND CABINET

- BATTERIES

- UPS WITH SNMP RACK MOUNTED WITHIN THE CONTROLLER CABINET

- LUMINAIRE PANEL W/ TEST SWITCH FOR PHOTO-CELL

- GENERATOR ADAPTER WITH AUTOMATIC FAILOVER

- GPS CLOCK SYNCHRONIZER

- POWER SUPPLY (12 VOLTS AT 5 AMP)

- TRANSFER RELAYS

- FLASHER PDC

- CHANNEL OUTPUT WITH LOADS SWITCHES WITH INPUT LED INDICATORS

- 32 CHANNEL DETECTOR RACK

-SPARE SCREWS FOR 19" RACK

NEMA SPECIFICATIONS, FCC TITLE 47, AND MINIMUM AMBIENT SOUND OF 37 dBA.

PEDESTRIAN SIGNALS SHALL PROVIDE AUDIBLE TONES AND BE FABRICATED IN COMPLIANCE WITH 2009 MUTCD CHAPTER 4, ALL

FOR PIPE, SPACERS, AND FITTINGS.

PROVIDE POLYCARBONATE PLASTIC FOR ALL PEDESTRIAN HEADS. PROVIDE GALVANIZED STEEL OR ALUMINUM MATERIAL

HOUSING AND SUPPORT HARDWARE. USE WATERPROOF CAPS TO CLOSE THE OPENINGS UNUSED FOR MOUNTING PURPOSES.

HEAD TO ITS CROSSWALK AND LOCK IN PLACE BY THE SERRATED OR OTHER TYPE DEVICE INCORPORATED IN THE SIGNAL

FURNISH SIGNAL HEADS WITH THE INTERNATIONAL SYMBOLS AS SPECIFIED IN THE PLANS. ORIENTATE EACH SIGNAL

AND SUPPORT BASE.

OR AS DIRECTED BY THE CO. USE CONCRETE GROUT IN THE SPACE BETWEEN THE FOUNDATION SURFACE

ERECTED IN SIDEWALKS, TRAFFIC ISLANDS, CURBED AREAS, AND SEEDED AREAS OF URBAN CHARACTER, EQUIVALENT TO THE SPECIFIED DESIGN. FURNISH INDIVIDUAL ANCHOR BOLT COVERS OR COVER BASES FOR POLES

SPECIFICALLY DETAILED ON THE ROADWAY PLANS, TO THE SATISFACTION OF THE CO, AS BEING STRUCTURALLY

COMBINATION SIGNAL SUPPORTS WITH LIGHT POLE EXTENSION. DEMONSTRATE SUPPORT DESIGN NOT

DIAMETER, AND ANCHOR BOLT SIZE. PROVIDE FOR THE ATTACHMENT OF A LUMINAIRE BRACKET ARM

FURNISH SUPPORTS WITH MAST ARMS WITH THE REQUIRED POLE AND ARM LENGTH, ANCHOR BOLT CIRCLE

CABINET, AND COMPLETELY WIRE AND TEST ALL ITEMS.

ITEM AS INCIDENTAL TO THE CONTRACT. INCLUDE CONTROLLERS WITH ALL REQUIRED AUXILIARY EQUIPMENT IN A PRE-WIRED

FURNISH AND INSTALL ALL ITEMS OF LABOR, MATERIALS, OR EQUIPMENT REQUIRED BUT NOT SHOWN AS A SEPARATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

BRINCKERHOFF

PARSONS

VETERANS DRIVE

NO.

SHEET

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FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

INSTALLATION OF THIS EQUIPMENT.

CONTRACTOR SHALL NOTIFY THE POWER COMPANY AT LEAST 72 HOURS PRIOR TO

POWER LINES, SUCH AS THE INSTALLATION OF MAST ARMS, SIGNAL CABLE AND SIGNAL POLES.

POWER COMPANY SHALL ASSIST CONTRACTOR IN PERFORMING ALL NECESSARY WORK UNDER THEIR 6.

LEFT-TURN HEADS SHALL BE THE FLASHING INDICATION DISPLAYED.

DURING TRAFFIC SIGNAL FLASHING OPERATION, THE RED ARROW INDICATION OF ALL 3-SECTION5.

BASE OF CONTROLLER CABINET TO BE SAME ELEVATION AS CENTER OF ROADWAY OR GREATER.4.

THE CONTROLLER.

USE 2" CONDUIT THAT RUNS FROM THE PULL BOX TO THE PEDESTAL POLE. USE 2" CONDUITS FROM THE PULL BOX TO3.

APPLICATORS WITHOUT MELTING OR CRACKING TO PROTECT THE WIRE IN THE PREFORMED LOOP.

USE MATERIAL THAT IS FLEXIBLE AND HAVE PROPERTIES WITHSTANDING TEMPERATURES AND PRESSURE OF PAVING2.

EQUIPMENT.

TRAFFIC CONTROL METHOD IS IN PLACE AND OPERATING AS APPROVED BY THE CO. SUITABLY PROTECT STORED

REUSE AS DIRECTED BY THE CO. "DO NOT REMOVE" EXISTING SIGNALS UNTIL A NEW SIGNAL SYSTEM OR TEMPORARY

THE DEPARTMENT OF PUBLIC WORKS (DPW) STORAGE YARD. DISPOSE ALL ITEM NOT DESIGNATED FOR SALVAGE OR

OR FINISHED GROUNDLINE. REMOVE AND SALVAGE ALL SIGNAL HEADS AND TRAFFIC CONTROLLERS AND DELIVER TO

ITEMS REQUIRED AS DIRECTED BY THE CO. REMOVE SUPPORT FOUNDATION TO AT LEAST 1' BELOW THE SUBGRADE

REMOVE SIGNAL HEADS, CABLE, MESSENGER WIRE, STRAIN POLES, CABINETS, CONTROLLER, OR OTHER INCIDENTAL1.

NOTES:

S-02

SIGNAL EQUIPMENT ABBREVIATIONS AND SYMBOLS

LEGEND

DZ5

V

PX

X

PSH:

PB:

HDD:

FYG:

C:

PEDESTRIAN PUSH BUTTON

PULL BOX

HORIZONTAL DIRECTIONAL DRILL

FLUORESCENT YELLOW GREEN

SIGNAL CONTROLLER CABINET

SIGNAL PLAN GENERAL NOTES

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FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

SIGNAL CONTROLLER CABINET

PULL BOX

3-SECTION TRAFFIC SIGNAL HEAD L.E.D.

VIDEO DETECTOR

UG CONDUIT

SIGNAL POLE

STREET NAME SIGN

LED COUNTDOWN PEDESTRIAN SIGNAL MOUNTED ON ALUMINUM POLE

RAPID FLASHING BEACON SIGN

PEDESTAL MOUNTED NEAR SIDE SIGNAL

DETECTION ZONE

EXISTING CONTROLLER CABINET TO BE REMOVED

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FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

SIGNAL POLE

40' LT

SIGNAL POLE

STA. 239+88

36' RT

SIGN 1

STA. 240+62

V

V

D Z

DZ5

SIGN 2

V D

VD 1

SP2

SP1

SIGN 2

P6P6

P5

P5

2 8

P7

P7

SIGNALIZATION PLAN

1 EA

SIGNAL

3-SECT. TRAFFIC

6 EA

SIGNAL

3-SECT. TRAFFIC

SP3

C1

EXIST. R/W LINE

5 20

Feet

USE TYPE B UG SERVICE

W/METER & DISCONNECT

SIGNAL SERVICE POLE

PB

PB

PB

EXIST. R/W LINE

TO REMAIN

EXIST. SERVICE POINT

239+73, 57' LT

CONTROLLER CABINET

SIGN 2SIGN 1

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

CONTROLLER TIMINGS

T I

M I N

G

F

U N

C T I O

N EXTENSION

MINIMUM GREEN

MAX

MAX

PEAK HOUR SIGNAL TIMING PLAN

PSH

PSH

PSH

SIGNAL OPERATING PLAN

REQUIRE FIELD ADJUSTMENTS.

TIMINGS ARE INITIAL AND MAY

PHASE 1 PHASE 2 PHASE 3

S-03

GYR GYR

ZONE

DETECTION

(SEC)

TIME

DELAY

FUNCTION

TO TIMING

CONNECT

VIDEO VEHICLE DETECTION ASSIGNMENTS

DETECTOR

VIDEO

VD 1

VD 2 DZ8

DZ5

ADJUSTING AS DIRECTED BY THE ENGINEER.

DELAY TIME IS INITIAL AND MAY REQUIRE FIELD

P5

P5

P6 P6

LANE LIGHTS (TYP.)

IN-ROADWAY WARNING

SIGNAL POLE DATA

POLE # STATION OFFSET

ELEV.

FOUNDATION

TOP OF

ELEV.

CROWN

ROADWAY

SP1 239+88 36' RT

SP2 240+62 40' LT

ARM 1 =

4.53 4.55

37.5"

20"

.5

37.5"

20"

.5

EXISTING CONTROLLER CABINET

3.4

3.4

3.4 3.4

(4-#6 AWG)

SERVICE FEEDER

239+85, 35' RT

PULL BOX

239+78, 42' LT

PEDESTAL/PUSH BUTTON

239+94, 54' LT

PEDESTAL/PUSH BUTTON

240+61, 43' LT

PULL BOX

VETERANS DRIVE

¡ CONST.

240+77, 67' RT

PEDESTAL/PUSH BUTTON

PSH

239+73, 55' LT

PULL BOX

TO NEW CONTROLLER

CONNECT ELECT. SERVICE

239+71, 59' LT

PULL BOX

239+92, 80' LT

PULL BOX

240+62, 36' RT

PULL BOX

VETERANS DRIVE

HARBOR

ST. THOMAS

H O

S P I T

A L

G

D E

2 8 6 5 P7

PSH

4.3 4.0 4.3

P7

P7

PHASE 4

ACTUATED

& 3

PSH

4.904.79

ARM 1

ARM 2

1-SIGN

1-DETECTION

1-PED.

1-SIGNAL

4 RUNS

1-SIGN

1-DETECTION

1-PED.

1-VIDEO

1-SIGNAL

5 RUNS

P7

239+89, 49' LT

PULL BOX

M A

T C

H L I N

E

S

T A

(S

E E

S

H E

E T

S

2" CONDUIT

1 #6 GND

2 #2 AWG

2" CONDUIT

1 #6 GND

2 #2 AWG

SEE SHEET S-21 FOR SIGN INSTALLATION DETAILS

3.2

8 8

P5

P6

PEDESTRIAN MOVEMENT TO BE ACTIVATED CONCURRENTLY.

HARDWIRE THE IN-ROADWAY WARNING LANE LIGHTS TO THE5.

RIGIDLY MOUNT ALL SIGNAL HEADS ON THE MAST ARM.4.

AND FLASHING RED ON HOSPITAL GADE.

FLASHING INDICATION SHALL BE YELLOW ON VETERANS DRIVE3.

WITH ACTUATED P7 MOVEMENT IN PHASE 4.

CONCURRENT PEDESTRIAN MOVEMENTS P5 AND P6 ALONG C.

COMPATIBLE WITH THE AGENCY'S OPERATING SYSTEM.

TS2 TYPE 1 CABINET AND CONTROLLER SHALL BEB.

CLEARANCE INTERVAL FOR P5.

NOT BE EFFECTIVE DURING THE TIMING OF PEDESTRIAN

FORCE-OFF FUNCTION FOR PHASE 2 AND 3 SHALL

MOVEMENTS 5 (P5) & MOVEMENTS 6 (P6), THE

CONCURRENT/ACTUATED PEDESTRIANS FORA.

USE SIGNAL OPERATING PLAN WITH THE FOLLOWING:2.

MINOR STREET IS HOSPITAL GADE (MOVEMENT 8).

MAJOR STREET IS VETERANS DR. (MOVEMENTS 2 & 6),1.

CONTROLLER OPERATION NOTES:

1-SPARE

1-SIGN

1-VIDEO

1-DETECTION (LOW VOLTAGE)

1-SIGNAL (HIGH VOLTAGE)

5-2" CONDUIT

1-DETECTION (LOW VOLTAGE)

1-PED. (HIGH VOLTAGE)

2 RUNS

1-CROSSWALK LIGHTS

1-SPARE

1-POWER

1-SIGN

1-DETECTION (LOW VOLTAGE)

1-SIGNAL (HIGH VOLTAGE)

6-2" CONDUIT

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

PB

6 EA

1-SECT., 1-WAY

SIGNAL, LED COUNTDOWN

PEDESTRIAN

1-CROSSWALK LIGHTS

1-CROSSWALK LIGHTS

1-CROSSWALK LIGHTS

C03

C04

T03

T04

N

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:46 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\PLANSG03A.DGNnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

SIGNALIZATION PLAN

VETERANS DRIVE

HARBOR

ST. THOMAS

10 40

Feet

S-04

M A

T C

H L I N

E

S

T A

(S

E E

S

H E

E T

S

M A

T C

H L I N

E

S

T A

(S

E E

S

H E

E T

S

PB

242+41, 44' LT

PULL BOX

2" CONDUIT

1 #6 GND

2 #2 AWG

2" CONDUIT

1 #6 GND

2 #2 AWG

C03 0.000

C04 0.000

C05 0.000

C07 0.000

C08 0.000 C09

T03 0.000

T04 0.000

T05 0.000

T07 0.000

T08 0.000 T09

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:48 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\PLANSG04.DGNnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

5 20

Feet

9 VETERANS DR

VETERANS DR

HARBOR

ST. THOMAS

SIGNALIZATION PLAN

ALL RED

YELLOW CLEARANCE

MAXIMUM GREEN 2

RECALL

PED. CLEARANCE

PEDESTRIAN WALK

MAXIMUM GREEN 1

MOVEMENT NUMBER

CONTROLLER TIMINGS

T I

M I N

G

F

U N

C T I O

N EXTENSION

MINIMUM GREEN

PEAK HOUR SIGNAL TIMING PLAN

REQUIRE FIELD ADJUSTMENTS.

TIMINGS ARE INITIAL AND MAY

SIGNAL OPERATING PLAN

PHASE 1 PHASE 2

P

P

MAX

PB

PSH

247+07, 39' LT

CONTROLLER CABINET

S-05

P

P

246+10, 39' RT

PULL BOX

GYR

P

P

SP3

SP4

POLE #

SIGNAL POLE DATA

SP3

SP4 246+98

246+12

STATION OFFSET

35' RT

36' LT

ELEV.

FOUNDATION

TOP OF

ELEV.

CROWN

ROADWAY

5.86 5.91

6.17 6.11

M A

T C

H L I N

E

S

T A

(S

E E

S

H E

E T

S

USE TYPE B UG SERVICE

W/METER & DISCONNECT

SIGNAL SERVICE POLE

246+17, 44' LT

PULL BOX

239+73, 57' LT

CONTROLLER CABINET

C1

2" CONDUIT

1 #6 GND

2 #2 AWG

246+15, 40' LT

PULL BOX

PB

PB

PB

246+17, 39' LT

PULL BOX

246+98, 36' LT

SIGNAL POLE

PB

PB

246+17, 39' LT

PULL BOX

PB

PB

246+50, 36' LT

PULL BOXES

PEDESTAL/PUSH BUTTON

246+12, 35' RT

SIGNAL POLE

PB

PB

5.2

3.4

1-DETECTION (LOW VOLTAGE)

1-PED. (HIGH VOLTAGE)

2 RUNS

1-SPARE

1-DETECTION (LOW VOLTAGE)

1-SIGNAL (HIGH VOLTAGE)

3-2" CONDUIT

1-CROSSWALK LIGHTS

1-DETECTION (LOW VOLTAGE)

1-SIGNAL (HIGH VOLTAGE)

3 RUNS

1-CROSSWALK LIGHTS

1-CROSSWALK LIGHTS

4 EA

SIGNAL

3-SECT. TRAFFIC

2 EA

2-SECT., 1-WAY

SIGNAL, LED COUNTDOWN

PEDESTRIAN

C

.0

.0

T

.0

.0

BY STA.

LOCATION

NO.

ID

NO.

ARM

RDWY

ELEV.

CROWN

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

21 * * LENGTH

ARM

TOTAL

M.H.

ARM

SIGNAL DATA

90/270

DUAL ARMS

BETWEEN

V/H

SIGNAL

POLE (FT.)

DISTANCE FROM

DETAILS

MAST ARM TABULATION

16' MIN.

18' MAX.

1 Y

270SP1

SP2 240+62, 40' LT Y

Y

N

S-06

239+88, 36' RT

*4

GYR GYR GYR

H

H

H

VD 1 47 3

NTS

ARM AS SHOWN IN THE PLANS.

BRACKET TILT-TOP MOUNTED ON THE MAST

THE SENSOR SHOULD HAVE STANDARD CAMERA

FIELD OF VIEW

MOUNTING BRACKET

OF MOUNTING BRACKET)

(BAND ON BOTH SIDES

STAINLESS STEEL BANDING

VIDS ATTACHMENT FOR MAST ARMS

MAST ARM

VD DENOTES VIDEO DETECTOR

HOLE

DRILLED WIRE ENTRANCE

FEED CABLE THROUGH

TWIST CABLES.

NOTE: DO NOT

CAMERA CABLE

VIDEO DETECTION MOUNTING NOTES

VIDEO DETECTION CAMERA

(PELCO OR EQUIVALENT)

MOUNTING ASSEMBLY

VIDEO DETECTION CAMERA

OR EQUIVALENT)

(ENGINEERED CASTINGS

MOUNTING BRACKET

VIDEO DETECTION CAMERA

C

DIRECTION FROM ARM # 1

TO BE MEASURED IN A COUNTERCLOCKWISE

ARM # 2 - DOUBLE POLE ORIENTATION

ARM FOR DOUBLE POLE

ARM # 1 - SINGLE ARM OR LONGER

TOP OF FOUNDATION ELEVATION

(ARM M.H.)

HEIGHT

MOUTING

ARM

TOTAL ARM LENGTH

ELEVATION

FOUNDATION

TOP OF

Y

M A

X

T O

M I N

24 3

SP3

SP4

246+12, 35' RT H

H

Y

Y

Y

Y

28.517.5

12.5

38 42.5

24 29 VD 2 34 3

S-03

S-03

S-04

S-04 246+98, 36' LT

13.0

23.512.5 28

FOR DETAILS

SHEET S-21

STREET SIGN SEE

5.86 5.91

6.17 6.11

4.79 4.90

4.53 4.55

12' MIN.

MODEL NAME = BorderPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:49 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\MSSGSG01.DGNnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:50 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\SSDTSG01.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

1.

2.

3.

5.

4.

6.

7.

8.

R

G

W

B

O

BL

WB NEUTRAL CONDUCTOR

DON'T WALK DISPLAY

WALK DISPLAY

SPARE CONDUCTOR

NEUTRAL CONDUCTOR

WALK DISPLAY

DON'T WALK DISPLAY

USE

7C PEDESTRIAN HEAD TERMINATIONS5C PEDESTRIAN HEAD TERMINATIONS

R

G

W

B

O SPARE CONDUCTOR

NEUTRAL CONDUCTOR

WALK DISPLAY

DON'T WALK DISPLAY

USE

SPARE CONDUCTOR

CODE

COLOR

CODE

COLOR

PERSPECTIVE VIEW

IMSA 20-1 3C #14 CABLE

BLOCK (TYP.)

TERMINAL

1/4" WEEP HOLE

TERMINAL COMPARTMENT

BRONZE COLLAR AND

(SEE NOTE 6)

FROM FOUNDATION

IMSA 20-1 7C #14 CABLE

SEE NOTE 6

DRILL TO SEAT SET SCREWS

PLACE OFFSET TO FRONT OF POLE,

SLIPFITTER OFFSET TOP MOUNT,

IMSA 20-1 5C #14 CABLE

1/4" WEEP HOLE

TERMINAL BLOCK

HOLE

WEEP

1/4"

POLE

TOP OF

1/4" WEEP HOLE

OF POLE

OFFSET TO FRONT

OFFSET SLIPFITTER

LOCK NIPPLE

HOLE

1/4" WEEP

KNOCKOUT IS OPEN

INSTALL ROSETTE IF

R

G

W

B

O

BL

WB

R

G

W

R

G

W

SIGNAL WIRING DETAIL

2-SECTION PEDESTRIAN

SIGNAL WIRING DETAIL

1-SECTION PEDESTRIAN

2-SECTION, 2-WAY TYPE MOUNTING PLACEMENT 1-SECTION TYPE MOUNTING DETAIL

R

G

W R G

W

W G

R

B O

STANDARD DETAILS

PEDESTRIAN SIGNAL

T O

F

IN

IS

H E

D

R

A D

E

S-07

NOTES:

MOUNTING ALUMINUM PEDESTRIAN POLES TO PEDESTRIAN PEDESTAL BASES.

INSIDE DIAMETER OF PEDESTALS SHALL BE FOUR INCHES (4"). USE LOCKING COLLARS WHEN

SPLICED IN BASE OF PEDESTAL (NOT IN PEDESTRIAN HEADS) WITH TWIST WIRE NUTS (B-CAP).

ASSEMBLIES WITH ALUMINUM DOORS FOR PEDESTRIAN PEDESTAL. SIGNAL CABLE SHALL BE

PEDESTRIAN PEDESTALS SHALL BE INSTALLED USING BREAKAWAY ALUMINUM SQUARE BASE

GRADE.

HEADS, L.E.D. HEADS. MOUNTING HEIGHT OF PEDESTRIAN SIGNALS SHALL BE 9'-6" ABOVE

COUNT DOWN PEDESTRIAN SIGNALS SHALL BE SINGLE-SECTION, INTERNATIONAL SYMBOL

CRIMPER).

CIRCLE CRIMP-ON CONNECTOR (CRIMPED WITH A MANUFACURER'S RECOMMENDED

EQUIPMENT GROUNDING CONDUCTOR SHALL ATTACH TO GROUNDING STUD WITH A FULL

MANUFACTURER'S RECOMMENDED CRIMPER).

GROUNDING STUD WITH A FULL CIRCLE CRIMP-ON CONNECTOR (CRIMPED WITH

FOR USE EMBEDDED IN CONCRETE: PROVIDE 3' - 0" MIN. SLACK. ATTACH TO POLE

COPPER AND SHALL BE CLAMPED TO VERTICAL REBAR WITH A CONNECTOR SUITABLE

SUPPLEMENTAL GROUNDING CONDUCTOR SHALL BE NON-INSULATED #4 AWG STRANDED

TERMINAL STRIP.

INSTALL HEAT SHRINK CAPS ON ALL SPARE CONDUCTORS NOT TERMINATED ON A

CONNECTOR SUITABLE FOR USE EMBEDDED IN CONCRETE.

PROVIDE 3' - 0' MIN. SLACK. CLAMP TO VERTICAL STEEL REINFORCING BAR WITH

GROUNDING CONDUCTOR SHALL BE NON-INSULATED #4 AWG STRANDED COPPER,

FASTENED WITH TWO STAINLESS STEEL SCREWS (ASTM 593).

HAND HOLES SHALL INCLUDE A REMOVABLE, RAIN-TIGHT COVER AND GASKET,

BUTT WELDS SHALL BE GROUND FLUSH WITH BASE METAL.

EDITION OF THE AWS D1.1 STRUCTURAL WELDING CODE - STEEL. ALL

WELDING OF STRUCTURES SHALL BE IN ACCORDANCE WITH THE LATEST

ALL POLES SHALL BE HOT DIP GALVANIZED PER AASHTO M 111.

WELD. TAPER SHALL BE 0.14 INCHES PER FOOT.

STEEL SHAFT SHALL BE TAPERED ROUND 11 GAGE, 4 1/2" O.D. AT SLIPFITTER

9.

10.

AND CONDUIT ENTRY (SEE SHEET S-08)

FOR PEDESTRIAN SIGNAL FOUNDATION

BELOW MATCHLINE SEE DETAILS

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:51 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\SSDTSG02.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

1"

RED

BLK

RED

BLK

RED

BLK

RED

BLK

RED

BLK

B L

K B

L K

B L

K

RED

BLK

BAT

BAT

BAT

BAT

MECHATRONICS

B L

K

R E

D

B L

K

R E

D

DIODE

SWITCH

BYPASS

MAN

(OPTIONAL)

SWITCH

TRANSFER

GEN

UTILITY OFF GEN UPS

1 2

BYPASS

BLK

WHT

GRN

RED

L OUT

GND

NEUT

L IN

HEAT

BATTERY

SUPP

SURGE

BATTERY

ON

SWITCH

POWER TRANSFER

OUTLET

POWER

BATT HEATER

10A 20A

UPS OUT

FROM

POWER

INPUT

UPS

(48VDC)

TRANSFER

UPS IN

TO

AC OUTPUTSAC INPUT

L N L N L

N

ALARM

21 43

C1

NCC CNO

65 87

C2

NC NO

C3

C NC

109 1211

NO C

C4

NONC

C6

NC

1514 16

NO

C5

NCC C

1918 20

TEST

SELF

NO

PTS

AC INPUT

& OUTPUT

CIRCUIT

BREAKER

OFF

OUTPUT ESC

TEST POINT

BATTERY VOLTAGE

OFF

BATTERY

CIRCUIT

BREAKER

48V BATTERY

CONNECTOR

ON BATT LOW BATT 47.5VDC TIMER 2-HOURS

FACTORY

DEFAULTS

Ethernet Reset System

USB INTERFACE

SERIAL

.3A MAX

48VDC

FAN

External sensor temperature

Battery

48VDC FAN

LOCATED IN ROOF

AC OUTPUTSAC INPUT

ALARM

21 43

C1

NCC CNO

PROGRAMMABLE CONTACTS

65 87

C2

NC NO

C3

C NC

109 1211

NO C

C4

NONC

C6

NC

1514 16

NO

C5

NCC C

1918 20

TEST

SELF

NO

PTS

AC INPUT

& OUTPUT

CIRCUIT

BREAKER

OFF

OUTPUT ESC

48VDC .3A MAX

External FAN

Battery temperature sensor

TEST POINT

BATTERY VOLTAGE

SERIAL INTERFACE

OFF

BATTERY

CIRCUIT

BREAKER

48V BATTERY

CONNECTOR

ON BATT LOW BATT 47.5VDC TIMER 2-HOURS

FACTORY

DEFAULTS

Ethernet Reset System

USB

SWITCH

BYPASS

MAN

(OPTIONAL)

SWITCH

TRANSFER

GEN

UTILITY OFF GEN UPS

1 2

BYPASS

BLK

WHT

GRN

RED

L OUT

GND

NEUT

L IN

HEAT

BATTERY

SUPP

SURGE

BATTERY

ON

SWITCH

POWER TRANSFER

OUTLET

POWER

BATT HEATER

10A 20A

UPS OUT

FROM

POWER

INPUT

UPS

(48VDC)

TRANSFERUPS IN

TO

BAT

BAT

BAT

BAT

FAN WIRING DETAIL

TYPICAL PEDESTRIAN SIGNAL DETAIL

UPS CABINET

OPERATION.

PROPER FAN ON / OFF

SILICONE SEALANT FOR

TO TOP BATTERY WITH

MUST BE ATTACHED

TEMPERATURE PROBE

DETECTOR CABLE

VOLTAGE PEDESTRIAN

PULL BOX FOR LOW

PEDESTRIAN SIGNAL CABLE

PULL BOX FOR HIGH VOLTAGE

DOOR AND GROUNDING LUG.

ASSEMBLY WITH ALUMINUM

ALUMINUM SQUARE BASE

COLLAR, ALUMINUM

PEDESTRIAN PUSH BUTTON

X 0.237 INCH WALL

SCHEDULE 40, 4.5 INCH O.D.

POLE, SPUN ALUMINUM

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

CONDUIT (30" DEPTH)

2" PVC SCHEDULE 40

(30" DEPTH)

CONDUIT

SCHEDULE 40

2" PVC

CONTINUOUS OR ARRAY

COPPER CLAD GROUND ROD

INCH DIAMETER8

520 LF

CONDUIT (30" DEPTH)

2" PVC SCHEDULE 40

CONDUIT (30" DEPTH)

2" PVC SCHEDULE 40

CHAMFERS

1" X 1" X 45°

GROUND

CONTROLLER CABINET PAD

CHAMFERS

1" X 1" X 45°

GROUND

GROUND

CHAMFERS

1" X 1" X 45°

GROUND

CHAMFERS

1" X 1" X 45°

(TYP.)

BATTERY

UPS CABINET

(TYP.)

BATTERY

UPS

SWITCH

TRANSFER

POWER

FAN PANEL

UPS PAD

NEMA TS 2 TYPE 1 CABINET

SHELF

SHELF

INDICATOR

ON BATTERY

S-08

AND UPS DETAILS

PEDESTRIAN SIGNAL, FOUNDATION

& CORD PARTS

BLUE LED

HARNESS

DC FAN

(SEE SHEET S-07)

MOUNTING PLACEMENT

& 1-SECTION, 1-WAY TYPE

FOR 2-SECTION, 2-WAY

ABOVE MATCHLINE SEE DETAILS

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:52 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\SSDTSG03.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

S-09

DRAIN ROCK

0.25"/FT SLOPE

TO NEXT UNITS

TO NEXT UNITS

OF GEL PRIOR TO ITS HARDENING

OFF WITH DUCT SEAL TO PREVENT LOSS

ENTRANCES SHALL BE PLUGGED

CONNECTORS, AND RE-ENTERABLE GEL;

SUB BASE VOID WITH WATERPROOF

TOP VIEW

STREET LEVEL

WIRING CHANNEL CROSS SECTION

PLACE GASKET HERE

HOUSING RETENTION RING

WIRING SUB BASE TO

PRIOR TO POURING CONCRETE

INSTALLATION MANUAL

CONSULT AIMING CHART IN

AIM TO DRIVERS SIGHT LINE

90°

ITEM APPROVED EPOXY

OF SAND HERE

A LEVELING COURSE

THE CABLE, USE

THAT COULD DAMAGE

HAS PROTRUSIONS

IF CABLE SLOT BOTTOM

")4

CONTROL CABLE (

BACKER ROD (0.51" ø)

CLOSED CELL POLY

70 °C (160 °F)3.

110 °C (230 °F)2.

230 °C (440 °F)1.

THEN RATING

" 8

" TO 4

LANE LIGHT DETAIL

IN-ROADWAY WARNING

PLACE GASKET HERE

AIM THE LIGHTS PRIOR TO SETTING IN EPOXY OR CONCRETE.

ENSURE AIMING PROCEDURE PRIOR TO POURING ASPHALT OR CONCRETE.2.

TO FULLY ENCAPSULATE THE WIRE CONNECTORS.

VOID WITH DUCT SEAL, THEN FILLED WITH RE-ENTERABLE GEL

ALL WIRING BASES MUST BE BLOCKED OFF FROM THE CONDUITC.

BY THE MANUFACTURER).

APPROVED WATERPROOF WIRE CONNECTORS (PROVIDED

ALL WIRING CONNECTIONS IN THE BASE MUST USE THEB.

ALL CONDUCTORS MUST BE U.L. OR APPROVED EQUAL.A.

FACTORY WARRANTY:

THE FOLLOWING CONDITIONS MUST BE MET IN ORDER TO MAINTAIN1.

NOTES:

HOUSING, DO NOT REMOVE LEVELING PLATES UNTIL EPOXY IS FIRM.

WHEN EPOXY IS SET, REMOVE THE LEVELING TOOL AND POUR EPOXY LEVEL WITH THE TOP EDGE OF THE12.

USING THE COVER SCREWS. DO NOT OVER TIGHTEN. MIX AND POUR THE EPOXY.

LAY THE LANE LIGHT TO ONE SIDE OF THE HOUSING; ATTACH A LEXAN LEVELING PLATE TO THE HOUSING,11.

PLUG THE END OF THE CABLE AND THE CABLE SLOT NEATLY.10.

SPECIFICATIONS. PUSH CONNECTORS, ONE AT THE TIME, AND ALL LOOSE WIRES INTO THE WIRING SUB-BASE.

RED, BLUE AND GREEN OF THE CABLE. CONNECT DELINEATION OR LOGIC SYSTEM PER THE MANUFACTURER

USE THE PROVIDED 3M CONNECTORS TO CONNECT RED, BLUE AND GREEN WIRES FROM THE LIGHT TO THE9.

INSERT THE LIGHT HOUSING WITHOUT THE LIGHT MODULE IN CORED HOLE AFTER ASSEMBLY.8.

SUB BASE CHAMBER.

SO IT TERMINATES BETWEEN WHERE THE CABLE ENTERS THE CONNECTOR AND WHERE IT ENTERS THE

ASSEMBLE THE LANE LIGHTS, EXTEND THE CABLE 5” PAST CORNER OF THE MARKER. STRIP OUTER JACKET7.

CLEAN ALL LOOSE MATERIAL FROM THE SLOT, THE HOLES, AND SURROUNDING ROAD SURFACE.6.

WIRING BASE.

HOLE SHALL BE SMOOTHENED OUT AND REMOVE ANY EDGES OR STONES THAT MAY CAUSE DAMAGE TO THE

BREAK OUT THE HALVES, SMOOTHEN THE HOLE BOTTOM WITH NO SHARP RIDGES AND EVEN DEPTH. FINISHED5.

WASH AND VACUUM THE SLOT HOLES AND CORES. HOLES SHOULD BE CENTERED OVER THE SLOTS.4.

CORE 7” TO 8" DIAMETER, 2 ¾” MINIMUM DEPTH HOLES FOR LANE LIGHTS TO BE CENTERED OVER THE SLOT.3.

” WIDE X 2½“ DEEP SLOT.8

3CUT A 2.

MARK THE PATH OF THE CABLE CUT AND MARK THE POSITIONS OF THE LIGHTS.1.

IN-ROADWAY WARNING LANE LIGHTS INSTALLATION GUIDELINES:

CAN BE DONE. (APPROXIMATELY 12 FT-LBS)

CROSS-THREADED. TIGHTEN BY HAND, SIDE TO SIDE, INCREASING TIGHTNESS UNTIL NO FURTHER TIGHTENING

INSERT THE STAINLESS STEEL COVER SCREWS CAREFULLY STARTING THEM BY HAND TO ENSURE THEY ARE NOT5.

BY APPLYING A VERY SMALL AMOUNT OF OIL OR NONGALLING THREAD COMPOUND ON THE THREADS.

TUBE OR USE CANNED AIR OR COMPRESSED AIR IF AVAILABLE. PREPARE THE STAINLESS STEEL COVER SCREWS

BOTTOM OF THE HOLE, THEN BLOWING OUT THE DEBRIS WITH A BLAST OF AIR (BLOW IN A SMALL DIAMETER

CLEAR THE THREADED HOLES IN THE BASES BY TURNING A SMALL- BLADED SCREWDRIVER ROTATED TO THE4.

BETWEEN THE MODULE EDGES OR BODY AND THE BASE. PINCHED WIRES WILL EVENTUALLY CAUSE SHORT CIRCUITS.

PLACE THE LED MODULE IN THE HOUSING, BEING CAREFUL NOT TO ALLOW THE WIRING TO BE PINCHED3.

RETAINING RING UP TO, AND SLIGHTLY ABOVE THE RING.

ALLOW GEL TO SETTLE AND AIR BUBBLES TO ESCAPE. FILL THE ENTIRE VOID BENEATH THE BLACK PLASTIC

CUT ONE CORNER OF THE POUCH AND POUR INTO THE WIRING SUB- BASE OPENING. PAUSE WHEN FULL TO2.

MINUTE IN THE POUCH BY SQUEEZING AND TURNING THE POUCH.

DIVIDING SEAM APART, OPENING THE DIVISION BETWEEN THE TWO GEL COMPONENTS. MIX WELL FOR ONE

LEVEL IT WITH THE PAVEMENT SURFACE. GRASP BOTH SIDES OF GEL POUCH AND PULL THE CENTER

REMOVE LEVELING TOOL WHEN EPOXY IS FIRM. A FINAL POUR OF EPOXY CAN BE DONE AT THIS TIME TO1.

SUB-BASE SEALING AND FINAL ASSEMBLY:

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:53 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17700.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

1'-0"VARIES1'-0"

6" MIN.

PULL BOX

1'-0"

1'-0"

SHEET 1 OF 1

INDEX No. 17700

(AS REQUIRED)

GROUND ROD

FOR DRAINAGE

OR CRUSHED STONE

12" BED OF PEAROCK

(AS REQUIRED)

CONNECTION

APPROVED GROUND

(AS SHOWN IN PLANS)

2" CONDUIT(AS SHOWN IN PLANS)

CONDUIT

(AS REQUIRED)

GROUND ROD

(AS REQUIRED)

SECONDARY CONDUIT

CONCRETE APRON

S-10

APPLICATION AND APPROVED.

FOAM-SEALING MATERIAL, RUBBER PLUG, OR OTHER DEVICE DESIGNED FOR THIS

INTO THE CONDUIT PRIOR TO, DURING AND AFTER CONSTRUCTUION USING A

PREVENT THE INGRESS OF WATER, DIRT, SAND, AND OTHER FOREIGN MATERIALS5.

APRON TO BE INCLUDED IN THE COST OF EACH BOX.

DAYS OF f'c=2.5Ksi. APRONS SHALL BE SLOPED AWAY FROM BOX. COST OF

CONCRETE APRONS SHALL BE CLASS NS WITH A MINIMUM STRENGTH AT 28

ALL BOXES SHALL HAVE 1'-0" WIDE (MIN) CONCRETE APRON. CONCRETE FOR4.

FACILITATE CABLE PULLING.

CONDUIT CENTER LINE SHALL BE ALIGNED TO TOP EDGE OF BOX TO3.

BOXES SHALL BE INSTALLED FLUSH WITH THE FINISHED GRADE SURFACE.2.

BOXES SHALL NOT BE INSTALLED IN ROADWAYS OR DRIVEWAYS.1.

PULL, SPLICE AND JUNCTION BOX DETAIL

2014 FDOT DESIGN STANDARD

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:54 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17721-1.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300 CONDUIT INSTALLATION DETAILS

ROADWAY

SURFACE OF

FINISHED

ROADWAY

SURFACE OF

FINISHED

CURB AND GUTTER

SEE NOTE 3

CONDUIT

CONDUIT

CONDUIT

CONDUIT

CONDUIT

TRENCH

REMOVED FROM

WITH MATERIAL

BACKFILL AND TAMP

MATERIAL

UNDISTURBED

TAMPED OR

MATERIAL

UNDISTURBED

TAMPED OR

UNDISTURBED MATERIAL

TAMPED OR

UNDISTURBED MATERIAL

TAMPED OR

UNDISTURBED MATERIAL

TAMPED OR

FINISHED GRADE CONCRETE

ASPHALTIC

ROADWAY

SURFACE OF

FINISHED

CURB AND GUTTER

ASPHALT

FLOWABLE FILL

SIDEWALK

FLOWABLE FILL

BACKFILL AND TAMP

8"

R/W

M

I N

8"

M

I N

M

I N

R/W

PLUS 12"

WIDTH OF TRENCH

6" 8" 6"

8"6" 6"

PLUS 12"

WIDTH OF TRENCH

8"

M

IN

THE PAVEMENT IS NOT FEASIBLE

TO GUTTER WHEN PLACEMENT OUTSIDE OF

FOR USE IN ASPHALT ROADWAY ADJACENT

FIGURE B

TO VEHICULAR TRAFFIC

FOR USE IN AREAS NOT EXPOSED

FIGURE A

FIGURE D

OF BASE AND PAVEMENT

A NEW ROADWAY PRIOR TO INSTALLATION

FOR USE INSTALLING CONDUIT UNDER

UNDER SIDEWALK

FOR USE IN INSTALLING CONDUIT

FIGURE E

IS NOT FEASIBLE.

TO GUTTER WHEN JACKING OR DIRECT BORING

EXISTING ASPHALT PAVEMENT NOT ADJACENT

FOR USE IN INSTALLING CONDUIT UNDER

FIGURE C

SEE NOTE 3 FIGURE C.3.

PAVEMENT CUT.

ASPHALT TO BE SAWCUT TO LEAVE NEAT LINES AT THE2.

PEDESTRIAN TRAFFIC.

WHEN CONSTRUCTION AREA IS SUBJECT TO VEHICULAR OR

TRENCH NOT TO BE OPEN MORE THAN 250' AT A TIME1.

NOTE:

ASPHALT SURFACE ON EITHER SIDE.

TRENCH CAN BE CONSTRUCTED WITHOUT DISTURBING THE

PAVEMENT WIDTH (6") WILL NOT BE REQUIRED WHEN THE

THE REMOVAL AND REPLACEMENT OF THE ADDITIONAL3.

PAVEMENT CUT.

ASPHALT TO BE SAWCUT AT THE EDGES OF THE TRENCH.2.

EXISTING PAVEMENT AT 36" MINIMUM DEPTH.

RIGID CONDUIT MUST BE USED WHEN JACKING UNDER1.

NOTE:

PROJECT ENGINEER.

CONDITIONS UPON APPROVAL OF

* MAY BE ADJUSTED DUE TO FIELD

WITH FLOWABLE FILL.

LENGTH OF TRENCH WITHIN THE DRIVEWAY ENTIRELY

EXCEPT AT DRIVEWAYS. AT DRIVEWAYS, BACKFILL A

BACKFILL AND TAMP WITH MATERIAL FROM TRENCH3.

SPECIFIED IN THE PLANS.

ENTIRE SIDEWALK SLAB MUST BE REPLACED WHEN2.

SIDEWALK PATCHES TO MATCH EXISTING JOINTS.1.

NOTE:

SHEET 1 OF 2

INDEX No. 17721

S-11

M

I N

BASE

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:55 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17736.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300 ELECTRIC POWER SERVICE

FIGURE A

(NO METER USED)

AERIAL FEED

FIGURE B

(METER USED)

AERIAL FEED

FIGURE C

(NO METER USED)

UNDERGROUND FEED

FIGURE D

(METER USED)

TYPE "B" UNDERGROUND FEED

NOTES:

SHEET 1 OF 1

INDEX No. 17736

METER

METER

ELECTRODE

GROUNDING

MOLDED BUSHING

MAIN DISCONNECT

CONDUIT

CONDUIT STRAP

GRADE

SERVICE

FROM

ELECTRODE

GROUNDING

GRADE

CONDUIT STRAP

CONDUIT

CONDUIT

GROUNDING BUSHING

ELBOW

SERVICE ENTRANCE

GRADE

ELECTRODE

GROUNDING

CONDUIT

ENTRANCE

SERVICE ELBOW

SERVICE ENTRANCE

MOLDED BUSHING

MAIN DISCONNECT

CONDUIT

CONDUIT STRAP

ELECTRODE

GROUNDING

GROUND BUSHING

CONDUIT

GRADE

(TYPICAL)

GALVANIZED STEEL CONDUIT.

GROUND WIRE IN 1/2" RIGID

#6 AWG INSULATED COPPER

GROUNDING BUSHING

MOLDED BUSHING

MAIN DISCONNECT

CONDUIT

ELBOW

SERVICE ENTRANCE

SEE NOTE 1

ARRESTER

LIGHTNING

SEE NOTE 1

ARRESTER

LIGHTNING

(TYPICAL)

GALVANIZED STEEL CONDUIT.

GROUND WIRE IN 1/2" RIGID

#6 AWG INSULATED COPPER

(TYPICAL)

GALVANIZED STEEL CONDUIT.

GROUND WIRE IN 1/2" RIGID

#6 AWG INSULATED COPPER

SEE NOTE 1

ARRESTER

LIGHTNING

SEE NOTE 1

ARRESTER

LIGHTNING

(TYPICAL)

GALVANIZED STEEL CONDUIT.

GROUND WIRE IN 1/2" RIGID

#6 AWG INSULATED COPPER

CONDUIT

CONDUIT STRAP

MOLDED BUSHING

MAIN DISCONNECT

GROUND BUSHING

CONDUIT

CONDUIT STRAP

GROUND BUSHING

S-12

M

IN

X

"5

M

IN

X

M

IN

. 6

M

IN

M

IN

M

IN

THE MAIN DISCONNECT SHALL BE NEMA 3R OR BETTER.7.

USED TO ATTACH DOOR.

A MINIMUM OF THREE HINGES AND BE LOCKABLE. NO SCREWS TO BE

KEYS PROVIDED TO THE MAINTAINING AGENCY. THE DOOR SHALL HAVE

THE MAIN DISCONNECT SHALL BE LOCKABLE BY PADLOCK AND FOUR6.

STANDARD SPECIFICATIONS.

MEET ALL GROUNDING REQUIREMENTS OF SECTION 620 OF THE 5.

CONDUIT WITH THE ELECTRICAL SERVICE WIRE OR SIGNAL CABLE.

AND BRIDGE CONSTRUCTION. THE BOND WIRE SHALL BE RUN IN

DEPARTMENT'S CURRENT STANDARD SPECIFICATIONS FOR ROAD

GROUNDING NETWORK IN ACCORDANCE WITH SECTION 620 OF THE

BOND ALL ELEMENTS TOGETHER TO FORM AN INTERSECTION4.

ARE INSTALLED ON THE SAME POLE.

THE ELECTRICAL DISCONNECT TO THE CABINET WHEN BOTH

LIQUID TIGHT FLEXIBLE CONDUIT IS APPROVED FOR USE FROM3.

CONTRACTOR'S OPTION.

BOTTOM OF THE MAIN DISCONNECT ENCLOSURE AT THE

THE LIGHTNING ARRESTER CAN BE LOCATED ON THE SIDE OR2.

DATED JANUARY 2014.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

WITH SECTION 630 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION

THE DETAILS SHOWN ON THIS PLAN SHEET ARE IN CONFORMANCE1.

SIZE 1 •" MIN.

(RIGID, GALV.)

CONDUIT

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:56 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17784.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

INSTALLATION DETAILS

PEDESTRIAN DETECTOR ASSEMBLY

BOLTS

ANCHOR

SIDEWALKSIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

GRADE

GRADE

GRADE

GRADE GRADE

BUTTON

PUSH

BUTTON

PUSH

BUTTON

PUSH

BUTTON

PUSH

BUTTON

PUSH

BUTTON

PUSH

BUTTON

PUSH

BUTTON

PUSH

BUTTON

PUSH

CAP

METAL STRAIN POLE CONCRETE STRAIN POLE

SIGN (SEE FIG. D)

ACTUATED SIGNAL

PEDESTRIAN

SIGN (SEE FIG. D)

ACTUATED SIGNAL

PEDESTRIAN

SIGN (SEE FIG. D)

ACTUATED SIGNAL

PEDESTRIAN

SIGN (SEE FIG. D)

ACTUATED SIGNAL

PEDESTRIAN

SIGN (SEE FIG. D)

ACTUATED SIGNAL

PEDESTRIAN

SIGN (SEE FIG. D)

ACTUATED SIGNAL

PEDESTRIAN

SIGNAL SIGN

ACTUATED

PEDESTRIAN

STRAIN POLE

CONCRETE

STRAIN POLE

CONCRETE

BOLTS

LEAD ANCHOR

5 1/2"

15"

MAX.

24"

STD.

CONDUIT

PIPE

ALUMINUM

2 1/2" OD

POST

PUSH BOTTON

USE FTP 25-06, OR FTP 26-06, OR FTP 68A-06, FTP 68B-06

FIGURE D FIGURE E

DETECTOR STATION

POLE MOUNTED

FIGURE A

DETECTOR STATION

POLE STATION

FIGURE B

DETECTOR STATION

POST DETECTOR STATION

FIGURE C

OR FTP 68B-06)

OR FTP 68A-06

OR FTP 26-06

(USE FTP 25-06

SIGNAL SIGN

ACTUATED

PEDESTRIAN

PLAN PLAN PLAN

12"

ST. NAME

CROSS

TO

BUTTON

PUSH

ST. NAME

CROSS

TO

BUTTON

PUSH

1'-6"

1'-6" 1'-6"

' 15"

MAX.

24"

STD.

GALVANIZED PIPE

4 1/2" OD

NOTE TO DESIGNERS:

LO

A D

BASE

TRANSFORMER

PEDESTAL

4" ALUMINUM

CONCRETE PEDESTAL

SIGNAL SIGN

ACTUATED

PEDESTRIAN

BUTTON

PUSH

SHEET 1 OF 1

INDEX No. 17784

S-13

NOTES:

IS SPECIFIED TO MEET AMERICANS WITH DISABILITIES ACT.

FRANGIBLE BASE IS USED AND SIDEWLAK CONFIGURATION. THIS

VARY DEPENDING ON POST OR PEDESTAL TYPE OR WHETHER A

BUTTON IN FIGURE A & B IS MAINTAINED. THIS DISTANCE CAN

THE DESIGNER SHOULD ENSURE THE DISTANCE TO THE PUSH

BUTTON.

A 30"X48" LANDING IS REQUIRED CENTERED ON EACH PUSH7.

MEET ALL GROUNDING REQUIREMENTS OFTHE STANDARD SPECIFICATIONS.6.

ACCORDANCE WITH STANDARD SPECIFICATIONS, SECTION 665.

PUSH BUTTONS AND SIGNS ARE TO BE MOUNTED IN5.

EACH PUSH BUTTON.

CLEARLY INDICATE WHICH CROSSWALK SIGNAL IS ACTUATED BY

THE POSITION OF PEDESTRIAN PUSH BUTTON SHOULD4.

THEIR PURPOSE AND USE.

SIGNS SHALL BE MOUNTED ABOVE DETECTORS, EXPLAINING3.

PEDESTRIAN DETECTOR.

PAYMENT FOR SIGN IS INCLUDED IN THE PRICE FOR THE2.

DATED JANUARY 2014.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

WITH SECTION 630 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION

THE DETAILS SHOWN ON THIS PLAN SHEET ARE IN CONFORMANCE1.

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:57 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17841.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300

CABINET INSTALLATION DETAILS

M

IN

18"

M

IN

MIN.

4"

M

IN

GRADE

(RIGID)

CONDUIT

BY THE ENGINEER

METHOD APPROVED

STEEL BAND (OR

POLE PLATE WITH

JUNCTION BOX JUNCTION BOX

CONDUIT

CONDUIT

TYPE LB

PULLING ELBOW

TYPE LB

PULLING ELBOW CONDUIT

M

IN

M

IN

1" CHAMFER

BOLTS

ANCHOR

ELECTRODE

GROUNDIGN

†" x 20'

LAG BOLT

POLE CLAMP

BAND

WITH STEEL

POLE PLATE

BOLTS

ANCHORS AND

BAND OR LOAD

WITH STEEL

POLE PLATE

METAL POLE

CONCRETE POLE

POLE MOUNTED CABINET

WOOD POLE

POLE MOUNTED BASE MOUNTED

INTERCONNECT JUNCTION BOX

DISCONNECT TO THE CABINET WHEN BOTH ARE INSTALLED ON THE SAME POLE.

LIQUIDTIGHT FLEXIBLE CONDUIT IS APPROVED FOR USE FROM THE ELECTRICAL COVERED WITH A NONCORROSIVE COVER PLATE.

ORIGINAL HOLES SHALL BE FILLED IN WITH CONCRETE OR

* IF HOLES FOR CABINET MOUNTING REQUIRE RELOCATION,

MIN.

2"

6"

1" CHAMFER

4" MAX.

M

IN

3"

24"

M

IN

18"

6" MIN.

NOTES:

PEDESTAL MOUNTED

CABINET

BOX

JUNCTION

OR

CABINET

12"

CABINETCABINET

30" MAX.

CABINET

PANEL

GENERATOR

CABINET

CONTROLLER

EXISTING

CABINET

S-14

CONDUIT

CONDUIT

OR GRADE

GROUND LINE

PULL BOX

IS RESTRICTED

OR PAVEMENT AREAS OR WHERE R/W

DRAINAGE) NOT REQUIRED IN SIDEWALK

SERVICE SLAB (SLOPE ‚" TO 1" FOR

GRADE

LINE OR

GROUND

SWITCH

TRANSFER

ELECTRODE

GROUNDING

GRADE

LINE OR

GROUND

CABINET SHALL BE FIELD DRILLED

SPECIFIED THE 2 1/2" HOLE FOR THE

WHEN A POLE MOUNTED CABINET IS

SHEET 1 OF 1

INDEX No. 17841

LIBRARY GENERATOR POWER FOR SIGNALIZED INTERSECTION

HTTP://WWW.DOT.STATE.FL.US/TRAFFICOPERATIONS/DOCUMENT

INSTALLATION PROCEDURES ARE LOCATED AT:

THE SIGNALIZED INTERSECTION CONTROLLER CABINET RETROFIT

SPECIFICATIONS FOR TRAFFIC CONTROL SIGNAL DEVICES (MSTCSD).

THE REQUIREMENTS OF SECTION A678-16 OF THE MINIMUM

EXISTING CONTROLLER CABINETS TO BE RETROFITTED SHALL MEET

(MSTCSD).

SPECIFICATIONS FOR TRAFFIC CONTROL SIGNAL DEVICES

REQUIREMENTS OF SECTION A676-1 OF THE MINIMUM

NEW CONTROLLER CABINET INSTALLATION SHALL MEET THE 3.

STANDARD SPECIFICATIONS.

MEET ALL GROUNDING REQUIREMENTS OF SECTION 620 OF THE 2.

SHALL BE CAPPED WITH A WEATHERPROOF FITTING.

BY THE PROJECT ENGINEER. ALL SPARE CONDUIT SWEEPS

EXIT OF THE SPARE CONDUITS WILL HAVE TO BE APPROVED

REAR OF THE CABINET IS LOCATED ON THE R/W LINE, A SIDE

THE SPARE CONDUIT FROM EXITING TO THE REAR, OR THE

WITH A WEATHERTIGHT FITTING. IF OBSTRUCTIONS PREVENT

REAR OF THE CABINET BASE, INTO A PULLBOX AND CAPPED

THE SPARES SHALL EXIT IN THE DIRECTION OF THE CENTER

SPARE 2" PVC CONDUITS SHALL BE PROVIDED IN ALL BASES.

WILL VARY ACCORDING TO SITE CONDITION OR LOCATIONS. TWO

THE NUMBER, SIZE AND ORIENTATION OF CONDUIT SWEEP1.

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:58 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17743-1.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300 STANDARD MAST ARM ASSEMBLIES

ARM DESIGN TABLE - ALL CASES

MAST - ARM ARM EXTENSION ARM CONNECTION & WELDS

ARM TYPE ARM LENGTH (FT)

FA/SA

(IN)

FB/SB

(IN)

FC/SC

(IN)

FD/SD

(FT)

FE/SE

(IN)

FF/SF

(IN)

FG/SG

(IN)

FH/SH

(IN)

HT

(IN)

FJ/SJ

(IN)

FK/SK

D1

D4

D5

36'-0"

46'-0"

60'-0"

36.3

8.96

8.92

7.96

0.1793

0.1793

0.1793

11.7

13.36

12.36

0.313

0.375

2.5

POLE, CONNECTION AND SHAFT DESIGN TABLE - SINGLE & DOUBLE ARM

DRILLED SHAFT DATACONNECTION PLATE DATAUPRIGHT BASE CONNECTION

POLE TYPE (FT)

UA

(IN)

UC

(IN)

UD

(IN)

UE

(FT)

UG

BOLTS

NO

(IN.)

BA

(IN.)

BB

(IN.)

BC

(IN.)

BF

(IN.)

HT

(IN.)

FJ/SJ

(IN.)

FL/SL

(IN.)

FN/SN

(IN.)

FO/SO

(IN.)

FP/SP

(IN.)

FR/SR

(IN.)

FS/SS

(IN.)

FT/ST

(FT.)

DA

(FT.)

DB

RA RB RC (IN.)

RD

S1

S4

12.64

22.64

0.375

0.375 6

6 30

2.5

2.5

1.75

0.75

0.75

0.438

0.438

15.5

1.25

12.5

0.438

0.438

"D" MAST ARMS

SHEET 1 OF 2

INDEX No. 17743

S-15

2.DESIGN WIND SPEED = 150 MPH WITH SIGNAL BACKPLATES.

1. WORK THIS INDEX WITH INDEX No. 17745.

NOTES:

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:58 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17745-1.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300 MAST ARM ASSEMBLIES

DETAILS SHEET 5)

POLE CAP (SEE POLE TOP

{ POLE

OR SHEET 4 (DOUBLE ARM)

SEE SHEET 3 (SINGLE ARM)

MAST ARM SPLICE (IF NECESSARY)

FACE OF ARM BASE PLATE AT { ARM

MAST ARM

STAINLESS STEEL SET SCREWS

VENTED MAST ARM CAP WITH (30

EXTENSION

MAST ARM

1'-0" FROM ARM BASE PLATE

LOCATED AT BOTTOM OF ARM,

PROVIDE 1/2" DIA. WEEP HOLE

ARM) OR SHEET 4 (DOUBLE ARM)

POLE CONNECTION SEE SHEET 3 (SINGLE

TOP OF FINISHED GRADE

BOTTOM OF PLATE

DRILLED SHAFT

COMPARTMENT. TAG TO BE STAMPED WITH THE FOLLOWING INFORMATION:

VISIBLE FROM HANDHOLE, OR ON OUTSIDE OF POLE INSIDE TERMINAL

DETAILS FOR APPROVAL. IDENTIFICATION TAG LOCATED ON INSIDE OF POLE

BY 0.125" STAINLESS STEEL RIVETS OR SCREWS. FABRICATORS TO PROVIDE

ALUMINUM IDENTIFICATION TAG NOT TO EXCEED 2"X4". SECURE TO POLE

STANDARD DESIGN SPECIAL DESIGN

ARM (F OF STEEL)

POLE BASE (F OF STEEL)

MANUFACTURER'S NAME

ARM TYPE

POLE TYPE

FINANCIAL PROJECT ID

ELEVATION VIEW

TYPICAL ELEVATION AND NOTES

MAST ARM ASSEMBLIES GENERAL NOTES

'SA+ 'SE - SPLICE

'FA + 'FE' - SPLICE

'SA'

'FA' 'SE'

'FE'

'SO'

'FO'

U

A

(S

E E

IN

D E

X

U B

(S

P

A N S

SHEET 1 OF 5

INDEX No. 17745

(LUMINAIRE ARM NOT SHOWN)

(SINGLE ARM SHOWN, DOUBLE ARM SIMILAR)

AND HANDHOLE SEE SHEET 2

BASE PLATE CONNECTION

POLE

S-16

FABRICATION OF POLE

THIS DIMENSION PRIOR TO

** NOTE: CONTRACTOR SHALL VERIFY

MOVE OUT OF CONFLICT WITH ANCHOR BOLT LOCATIONS.

BEFORE EXCAVATING THE SHAFT IF THE CSL ACCESS TUBE LOCATIONS CANNOT BE

ALONG THE INNER CIRCUMFERENCE OF THE REINFORCING CAGE. NOTIFY THE ENGINEER

ANCHOR BOLT LOCATIONS, MOVE THE CSL ACCESS TUBE LOCATION +/- TWO INCHES

BEFORE EXCAVATING THE SHAFT. WHEN CSL ACCESS TUBE LOCATIONS CONFLICT WITH

VERIFY CSL ACCESS TUBE WILL NOT INTERFERE WITH ANCHOR BOLT INSTALLATION19)

REQUIRED FOR ADDITIONS, DELETIONS, OR MODIFICATIONS TO THIS DESIGN STANDARD.

IN ACCORDANCE WITH SPECIFICATIONS 5-1.4.2, SHOP DRAWINGS ARE ONLY 18)

USE OF SPLIT LOCK WASHER IS NOT PERMITTED.17)

NONDESTRUCTIVE METHODS OF RADIOGRAPHY OR ULTRASONICS.

FULL- PENETRATION GROOVE WELD INSPECTION SHALL BE PERFORMED BY

25 PERCENT OF PARTIAL PENETRATION GROOVE WELDS SHALL BE INSPECTED.

ONE HUNDRED PERCENT OF FULL- PENETRATION GROOVE WELDS AND A RANDOM16)

CONDUIT ARE NOT SHOWN FOR CLARITY.

SIGN ATTACHMENT, PEDESTRIAN HEAD ATTACHMENT, AND FOUNDATION

DETAILS FOR SIGNAL AND SIGN LOCATIONS, SIGNAL HEAD ATTACHMENT, 15)

FIRST AND SECOND ARM CAMBER ANGLE =2°.14)

PROVIDE "J", OR "C"-HOOK AT TOP OF POLE FOR SIGNAL CABLE SUPPORT.13)

ASSEMBLIES ARE NOT ALLOWED.FOR SPECIAL MAST ARM

DESIGN ACCORDING TO FDOT STRUCTURES MANUAL. ALTERNATE DESIGNS12)

SHALL BE INSTALLED WITHIN EIGHT FEET OF THE MAST ARM TIP.

IF A MAST ARM DAMPING DEVICE IS REQUIRED BY THE ENGINEER, IT 11)

1'

M in

{ MAST ARM

ARM WALL THICKNESS (IN.)

POLE WALL THICKNESS (IN.)

ARM (F OF STEEL)

POLE BASE (F OF STEEL)

MANUFACTURER'S NAME

FINANCIAL PROJECT ID

Y

Y

Y

.1

IN

F T

P E

R

T Y P

Y

0.14 IN/FT TAPER, TYP.

CONNECTION AS DETAILED.

THE POLE SHALL BE INSTALLED VERTICALLY. CAMBER SHALL BE ACCOUNTED FOR IN THE MAST ARM10)

PER FOOT.

MAST ARM AND POLES SHALL BE TAPERED WITH THE DIAMETER CHANGING AT A RATE OF 0.14"9)

ARM. WIRE ACCESS HOLES SHALL NOT EXCEED 1•" IN DIAMETER.

SIGN PANELS AND SIGNALS ATTACHED TO THE MAST ARM SHALL BE CENTERED IN ELEVATION ON THE8)

BOLT DIAMETER PLUS •".

PLUS ˆ" PRIOR TO GALVANIZING. HOLE DIAMETERS FOR ANCHOR BOLTS SHALL NOT EXCEED THE

EXCEPT FOR ANCHOR BOLTS, ALL BOLT HOLE DIAMETERS SHALL BE EQUAL TO THE BOLT DIAMETER7)

ARM POLES OR SEE SPECIAL INSTRUCTIONS ON MAST ARM TABULATION SHEET.

LOCATE HANDHOLE 180° FROM ARM ON SINGLE ARM POLES OR 180° FROM FIRST ARM OF DOUBLE6)

-> ASTM A123ALL OTHERS STEEL ITEMS (INCLUDING POLE & MAST ARM)

-> ASTM A153ALL NUTS, BOLTS, WASHERS AND THREADED BARS/STUDS

ALL STEEL ITEMS SHALL BE GALVANIZED AS FOLLOWS:5)

ANSI/AWS D1.1 (CURRENT EDITION).

ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE (STEEL)4)

ENVIRONMENTAL CLASSIFICATIONS.4,000 psi FOR ALL

CONCRETE SHALL BE CLASS IV (DRILLED SHAFT) WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF3)

REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 ksi.2)

ASTM A36 OR ASTM A307->THREADED BARS/STUDS

AISI TYPE 316->STAINLESS STEEL SCREWS

ASTM B26 (319-F)->NUT COVERS

ASTM A1011 GRADE 50, 55, 60 OR 65 ksi OR ASTM B209->CAPS

ASTM A1011 GRADE 50, 55, 60 OR 65 ksi->HANDHOLE COVER

ASTM A709 GRADE 36ksi OR ASTM A36->HANDHOLE FRAME

ASTM A563 GRADE A HEAVY HEX->NUTS FOR ANCHOR BOLTS

ASTM F1554 GRADE 55 ksi->ANCHOR BOLTS

ASTM A325 TYPE 1->BOLTS (EXCEPT ANCHOR BOLTS)

E70XX->WELD METAL

ASTM A36->STEEL PLATES

YIELD) OR GRADE B (60 ksi YIELD)

GRADE 50, 55, 60 OR 65 (‚" AND OVER) OR ASTM A595 GRADE A (55 ksi& BACKING RINS

ASTM A1011 GRADE 50, 55, 60 OR 65 (LESS THAN ‚") OR ASTM A572->POLES & MAST ARMS

SIGNAL STRUCTURE MATERIALS SHALL BE AS FOLLOWS:1)

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:12:59 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17745-2.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300 MAST ARM ASSEMBLIES

2x'BC'

BASE PLATE, AND POLE

CENTER OF DRILLED SHAFT,

BASE PLATE, AND POLE

CENTER OF DRILLED SHAFT,

BASE PLATE

EDGE OF

'BA'

'BA'-4x'BC'

LEVELING NUT

WASHER

3/8" PLATE

'BA'

'BA'-4x'BC'

BASE PLATE

EDGE OF

D

B

'DB'

(M

IN

.)LAP

2' -2

DRILLED SHAFT

CENTER OF

#5 TIE BARS

CSL TUBE (TYP.)

EQUALLY SPACED

'RB' #'RA' BARS (T

Y P

C

O V E

R

1/4" MIN.

WELD DETAIL

SEE JOINT

DRILLED SHAFT

'BB'

DIA. (MAX)

(1) BOLT

C

S

A C

M A

X

S P

A C

E S

R E

M A I N I N

G

A C

MIN. TOP AND BOTTOM

BOLT THREADED 8"

{ 'BC' DIA. ANCHOR

BOLT AND HANDHOLE

{ MAST ARM 1, ANCHOR

= 2 7/8"R

5/16" HOLE, TYP.

COVER

HANDHOLE

11 GAGE,

5 3/4"

0.1'

'DB'

'BA' ('DB'-'BA')/2

1'

('DB'-'BA')/2

B

F

DOUBLE NUTS (TYP)

OPENING

SEE SPEC. 649-6

WIRE SCREEN

DRILLED SHAFT

OR SIDEWALK

TOP OF GRADE

STEEL SCREWS.

4-1/4" STAINLESS

BOLT TO FRAME WITH

COMPARTMENT COVER.

11 GA. TERMINAL

SEE HANDHOLE DETAILS

CENTER OF HANDHOLE

OF HANDHOLE FRAME.

COMPARTMENT 1" MIN. BELOW BOTTOM

MAX.) ALIGN BOTTOM OF TERMINAL

FRAME (HEIGHT 2'-0" MIN. TO 2'-6"

1/4" THICK TERMINAL COMPARTMENT

'DB'

(TYP.)

6" COVER

D

A

4" COVER (TOP)

{ DRILLED SHAFT

5/16" HOLE, TYP.

5"

HEX HEAD SCREWS, TYP.

1/4" DIA. STAINLESS STEEL

COVER CLIP, TYP.

TACK WELDED

FULL PENETRATION WELD

CONTINUOUS WITH A

FRAME MADE

4" x 3/8" HANDHOLE

= 2 •"R

WELD

FULL PENETRATION

SECTION D-D

SECTION C-C SECTION C-C

SECTION A-A

SECTION E-E

HANDHOLE COVER

HANDHOLE FRAME

FOUNDATION PLAN

BASE PLATE AND ANCHORAGE ELEVATION

(W/TERMINAL COMPARTMENT OMITTED)

(THRU HANDHOLE & TERMINAL COMPARTMENT)

(REINFORCEMENT NOT SHOWN)

(6 ANCHOR BOLTS)

ALTERNATE DETAIL

(8 ANCHOR BOLTS)

COVER (OPTIONAL)

11 GAGE HANDHOLE

COVER CLIP TYP.

TACK WELDED

HANDHOLE FRAME

GASKET.

HAVE WATERPROOF

COVER. COVER SHALL

TERMINAL COMPARTMENT

11 GAGE WATERPROOF

FRAME*

COMPARTMENT

1/4" TERMINAL

HEX HEAD SCREWS, TYP.

1/4" STAINLESS STEEL

COVER CLIP TYP.

TACK WELDED

PARTIAL PENETRATION WELD

1"

3/8"

4"

1"

1/4"

COMPARTMENT IS PROVIDED.

OMITTED WHEN TERMINAL

HANDHOLE COVER MAY BE

NOTE:

TYPICAL FOUNDATION AND BASE PLATE DETAILS

QUANTITY OF BOLTS.

THE PLANS FOR ACTUAL

SEE INDEX No. 17743 AND

NOTE:

D DD D

A A

CC

SHEET 2 OF 5

INDEX No. 17745

S-17

NUT COVER (NOT SHOWN) FOR EACH BOLT

HEIGHT 'JAM' NUT. PROVIDE INDIVIDUAL

DOUBLE NUTS, TOP NUT MAY BE •

EQUALLY SPACED

'BC' Ã ANCHOR BOLTS

#5 TIE BARS

7"MIN.-8 1/2" MAX.

HEX HEAD SCREWS, TYP.

1/4" STAINLESS STEEL

PARTIAL PENETRATION WELD

E

'BC' ANCHOR BOLTS

EQUALLY SPACED

BARS EQUALLY

SPACED

'RB' # 'RA'

IF REQUIRED AND FOR LOCATIONS.

SEE MAST ARM TABULATION TO SEE

TERMINAL COMPARTMENT IS OPTIONAL.*

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:13:00 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17745-3.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300 MAST ARM ASSEMBLIES

F F

H H

G

G

'FA'

'FE'

F

F

F

C

MEASURED FLAT TO FLAT.

'FN'

TYP.

SEE DETAIL "J"

'FL'

CENTER OF POLE

{ POLE CONNECTION PLATE

ARM BASE PLATE

(TOP CONN. PLATE SIMILAR)

BOTTOM CONN. PLATE

{ "FP" DIA. CONNECTION BOLT

POLE CONNECTION PLATE

EDGE OF MAST ARM

M

IN

x F

P

BOTTOM PLATES

TYP. TOP AND

F

L

'FT'

1/4"

SILICONE CAULK

3"x1/4" BACKING RING

ARM/POLE

BASE PLATE

OPENING

(MAY VARY FOR SPECIAL DESIGN)

SIX 'FP' DIA. CONNECTION BOLTS

SEE DETAIL "I"

H{ MAST ARM

{ 'FP' DIA. CONNECTION BOLT

ARM OR POLE

CENTER OF

INSIDE RADIUS

TO FLAT

CENTER

MEASURE

'FD', 'FH', 'UE'

WALL THICKNESS

= 0.25 x (INSIDE RADIUS)

MIN. BREAK RADIUS

BREAK RADIUS TYPICAL

THICKNESS

0.6 x WALL

TYP. (SEE NOTE)

MAST ARM SLOPE DUE TO THE SPLICE.

TIGHT FIT WITH NO CHANGE IN THE

THE SLIP JOINT' SPLICE SHALL BE A

LONGITUDINAL SEAM WELDS MAXIMUM PERMITTED.

WELDS FOR THE SPLICE LENGTH PLUS SIX INCHES. UP TO TWO

WELDS AT TELESCOPIC FIELD SPLICES SHALL BE COMPLETE PENETRATION

WELDS SHALL BE COMPLETE PENETRATION WELDS. LONGITUDINAL SEAM

LONGITUDINAL SEAM WELDS WITHIN SIX INCHES OF CIRCUMFERENTIAL

NOTE:

ARM SPLICE DETAIL

SECTION H-H

SECTION F-F

SECTION G-G

ELEVATION

JOINT WELD DETAIL

DETAIL 'I'

DETAIL 'J'

(SINGLE ARM CONNECTION)

ENSURE PROPER ASSEMBLY.

MAST ARM AND CONNECTION PLATES SHALL BE MATCH MARKED TO 2.

ARE NOT REDUCED.

ARE PERMITTED PROVIDED OUTSIDE DIAMETER AND WALL THICKNESS

HOWEVER, SECTIONS WITH MORE THAN 12 SIDE AND ROUND SECTIONS

DETAILS SHOWN ON THIS SHEET ARE FOR 12 SIDED POLE SECTIONS.1.

NOTE:

P O

C O

N N

P L

A T

E

1/

D

IA

W

IR

H

Y P

{ MAST ARM

F

L

F

L

H

T

CAMBER ANGLE

FIRST ARM

CONNECTION BOLT

{ 'FP' DIA.

'FN'

'FT'

'FO'

{ OF POLE

{ POLE CONNECTION PLATE

H

1" 1"

SILICONE CAULK

45°

AT { ARM

FACE OF ARM BASE PLATE

'FJ'

M

IN

M

IN

'FT'

BACKING RING

OPENING

SEE JOINT WELD DETAIL

EDGE OF MAST ARM

ARM BASE PLATE

x F

P

PLATE

POLE CONNECTION

SIDE CONN. PLATE

EDGE OF TOP PLATE

F

P

'FT'

EXCEEDS 1"

CONNECTION PLATE WHEN 'FR'

FOR LAMELLAR TEARING IN

PROVIDE ULTRASONIC TESTING

'FR''FK'

M

IN

LC MAST ARM

(nominal)

SPLICE = 2'-0"

TYPICAL SINGLE ARM CONNECTION DETAILS

{ POLE

2x'FP'

F

S

F

S x F

P

F

L x F

P

1"1"

F

L

H

T

'FA'+'FE'-SPLICE

C A

M B

G L E

F

IR

M

'FB','FF','UC'- TIP DIAMETERS

'FB','FF','UC'- BASE DIAMETERS

'FK' 'FR'

SHEET 3 OF 5

INDEX No. 17745

W

IR

H

L E

D

IA

2•" DIA. WIRING HOLE

CENTER OF MAST ARM AND

LOCKING NUT

BAR / STUD WITH SELF

ƒ" DIA. THREADED x WALL THK.

(WALL THK. + ‹")

WALL THK. +‹"

ARM/POLE

1"MIN.

S-18

CONNECTION BOLT

{ 'FP' DIA.

MODEL NAME = US_Int2DPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:13:01 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\signals\INDEX 17745-4.dgnnealdl

FP ID NO.

DPC-34(1)ST THOMAS

COUNTY

RTE 30

ROAD NO.

O. MIGUEL

S. FERNANDEZ

DATE

CHECKED

DRAWN

DESIGNEDR E V I S I O N S

DESCRIPTIONBYDATE

MAY, 2017 Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

MIAMI, FL 33126 Ph. (305) 514-3100

7650 CORPORATE CENTER DRIVE, SUITE 300 MAST ARM ASSEMBLIES

INSIDE RADIUS

TO FLAT

CENTER

MEASURE

THICKNESS

0.6 x WALL

TYP. (SEE NOTE)

CENTER OF ARM

DETAIL 'P'

ELEVATION

DETAIL 'O'

SECTION M-M SECTION L-L

SECTION K-K

BREAK RADIUS TYPICAL

= 0.25 x (INSIDE RADIUS)

MIN. BREAK RADIUS

'SA'

'SE'

S

F

S

C

LOCKING NUT

BAR / STUD WITH SELF

3/4" DIA. THREADED

MAST ARM SLOPE DUE TO THE SPLICE.

TIGHT FIT WITH NO CHANGE IN THE

THE 'SLIP JOINT' SPLICE SHALL BE A

ARM SPLICE DETAIL

LC MAST ARM

(nominal)

SPLICE = 2'-0"

M

IN

x S

P

BOTTOM PLATES

TYP. TOP AND'

S

L

'ST'

DETAIL 'N'

'SK''SR'

ARM BASE PLATE

(TOP CONN. PLATE SIMILAR)

BOTTOM CONN. PLATE

POLE CONNECTION PLATE

CONNECTION BOLT

{ "SP" DIA.

BACKING RING

OPENING

SEE JOINT WELD DETAIL

EDGE OF MAST ARM

ARM BASE PLATE

SIDE CONN. PLATE

EDGE OF TOP PLATE

'ST'

'SL'

S

K S

R

2x'SP'

PLATE WHEN 'SR' EXCEEDS 1"

LAMELLAR TEARING IN CONNECTION

PROVIDE ULTRASONIC TESTING FOR

{ 'SP' DIA. CONNECTION BOLT

POLE CONNECTION PLATE

TYP.

'SL'

T Y P

F

L

WELD (TYP.)

FULL PENETRATION

S

S S

S

H

T

'SJ'

MIN

2x'SP'

M

IN

x S

P

M

IN

x S

P

(MAY VARY FOR SPECIAL DESIGN)

SIX 'SP' DIA. CONN. BOLTS

{ POLE

MAST ARM

CENTER OF SECOND

K K

M

M

M

O C

E S

E L

G

B M

A C

SEE DETAILS 'N'

L

L

(DOUBLE ARM CONNECTION)

'SO' 'SA'+'SE'-SPLICE

{ 'SP' DIA. CONNECTION BOLT

MAST ARM

{ SECOND

MAST ARM

CENTER OF FIRST

{ POLE

PLATE AT { ARM

FACE OF ARM BASE

CLOCKWISE FROM FIRST ARM

'UF' MEASURED COUNTER

NOTE:

PLATES TO MAINTAIN MINIMUM CLEARANCE SHOWN

* ADJUST WIDTH OF TOP AND BOTTOM CONNECTION

1" MIN. TYP.

CENTER OF POLE

BOLT 'SP'

{ CONNECTION

MAST ARM

{ FIRST

MAST ARM

{ SECOND

SEE…