10 95 board of county commissioners 75 10 lake ......684-1-1 managed field ethernet switch, f&i ea 1...

JACKSONVILLE

FT PIERCE

FT LAUDERDALE

MIAMI

NAPLES

TAMPA

ORLANDO

TALLAHASSEE

PENSACOLA

1095

4

4

275

295

75

10

75

75

95

75

75

TURNPIK

E

BEE LINE

EXPRESSWAY

FLOR

IDA S

BARTOW

KEY WEST

CHIPLEY

DELAND

CITY

LAKE

CONTRACT PLANS

DATE BY DESCRIPTION

KEY SHEET REVISIONS

ST. JOHNS COUNTY, FLORIDABOARD OF COUNTY COMMISSIONERS

LOCATION OF PROJECT

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

NO.

SHEET

YEAR

FISCAL

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SIGNALIZATION PLANSSHEET NO. SHEET DESCRIPTION

INDEX OF SIGNALIZATION PLANS

16 T-1

EMERGENCY SIGNAL

OLD MOULTRIE FIRE STATION

T-8

T-7

T-6

T-5

T-4

T-3

T-2

T-1

JUNE 201660% SUBMITTAL

SUBSURFACE UTILITY EXCAVATION DATA

MAST ARM TABULATION SHEET

SPECIAL DETAILS

INTERCONNECT PLAN

SIGNALIZATION AND INTERCONNECT PLAN

GENERAL NOTES

TABULATION OF QUANTITIES

KEY SHEET

APPLICABLE DSRs:

http://www.dot.state.fl.us/rddesign/DesignStandards/Standards.shtm

and applicable Design Standards Revisions (DSRs) at the following website:

Florida Department of Transportation, FY 2016-17 Design Standards eBook (DSeB)

GOVERNING DESIGN STANDARDS:

http://www.dot.state.fl.us/programmanagement/Implemented/SpecBooks

for Road and Bridge Construction at the following website:

Florida Department of Transportation, July 2016 Standard Specifications

GOVERNING STANDARD SPECIFICATIONS:

DEVELOPMENTAL DESIGN STANDARDS (DDS):

REVISIONS:

CERTIFICATE OF AUTHORIZATION NO.: 30320

VENDOR NO.: 26-4377711

JACKSONVILLE, FL 32224

3653 Regent Blvd. Unit 606

EltonAlan

P.E. NO,: 57498

Issam E. Kadi, P.E.

ENGINEER OF RECORD:

SIGNALIZATION PLANS

T-2


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BY DESCRIPTIONDATE BY DESCRIPTIONDATE

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CONSTRUCTION PLANS FOR:

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Consulting Engineers | General Contractors

EltonAlanEngineer of Record:

Certificate of Authorization No. 30320 www.EltonAlan.com

(904) 900-7620

Jacksonville, FL 32224

Unit 606

3653 Regent Blvd.

P.E. # 57498

Issam E. Kadi ST. JOHNS COUNTY

EMERGENCY SIGNAL



NO.

ITEM

PAY

DESCRIPTION UNIT

SHEET NUMBERS

SHEET

THIS

TOTAL

TOTAL

GRAND

SHEET

REF.

T-4 T-5

PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL

630-2-11 CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 255 470

630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 575 135

630-2-14 CONDUIT, FURNISH & INSTALL, ABOVEGROUND LF 20

632-7-1 SIGNAL CABLE- NEW OR RECONSTR. INTERSECTION, F&I PI 1

633-1-121 LF

633-2-31 FIBER OPTIC CONNECTION, INSTALL, SPLICE EA

633-2-32 FIBER OPTIC CONNECTION, INSTALL, TERMINATION EA 12

633-3-11 FIBER OPTIC CON. HARDWARE, F&I, SPLICE ENCLOSURE EA

633-3-16 FIBER OPTIC CON., HARDWARE, F&I, PATCH PANEL-FIELD TERM. EA 1

635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 6

635-2-12 EA

639-1-123 AS 1

639-2-1 ELECTRICAL SERVICE WIRE LF

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

641-2-12 PRESTRESSED CONC. POLE, F&I, TYPE P-II SERV. POLE EA 1

649-31-217 EA

649-31-218 EA 1

650-1-14 TRAFFIC SIGNAL, F&I, ALUMINUM, 3 SECTION, 1 WAY AS 6

670-5-110 TRAFFIC CONTROLLER ASSEMBLY, F&I, NEMA AS 1

682-1-113 ITS CCTV CAMERA,F&I,DOME ENCLOSURE-PRESSURIZED,IP,HIGH DEF. EA 1

684-1-1 MANAGED FIELD ETHERNET SWITCH, F&I EA 1

685-106 SYSTEM AUXILIARIES, F&I, UNINTERRUPTIBLE POWER SOURCE EA

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

PULL & SPLICE BOX, F&I, 30 "X 36" COVER SIZE, 24" DEEP

LS

LS

101-1

102-1

MOBILIZATION 1

1MAINTENANCE OF TRAFFIC

1

1

4 5

1 1

12

FIBER OPTIC CABLE, F&I, UNDERGROUND, 12 FIBERS

725

710

20

1

12

2

1

9

1

1

1

1

6

2

12

MAST ARM,F&I, WIND SPEED-130,DOUBLE ARM,W/0 LUMINAIRE, 60-60

MAST ARM,F&I, WIND SPEED-130,DOUBLE ARM,W/0 LUMINAIRE, 60-70.5

633-3-12 EA 1FIBER OPTIC CON. HARDWARE, F&I, SPLICE TRAY

635

155

855 1490

155

1

1

2

6

1

1

2

1

1

1

1

725

710

20

1

12

2

1

9

1

1

1

1

6

2

12

1490

155

1

1

2

6

1

1

2

1

1

1

ELEC. POWER SERV., F&I, UG, METER NOT REQUIRED

650-1-11 TRAFFIC SIGNAL, F&I, ALUMINUM, 1 SECTION, 1 WAY AS 2

635-2-30 EA 1 1 1PULL & SPLICE BOX, INSTALL

GENERAL NOTES T-3

CONDUIT RUN, THE CONTRACTOR SHALL HAND DIG THE TRENCH.

5. AT LOCATIONS WHERE UNDERGROUND UTILITIES ARE IN CLOSE PROXIMITY TO THE

MEASUREMENT MAY BE NECESSARY.

4. ALL NEW CONDUIT RUNS SHOWN ON THE PLANS ARE SCHEMATIC AND FIELD

RUNS WILL BE PAID FOR AS UNDERGROUND.

SHALL BE PAID FOR AS UNDER PAVEMENT (OR UNDERGROUND JACKED). ADDITIONAL

3. WHEN MULTIPLE RUNS OF CONDUIT ARE PLACED UNDER PAVEMENT, ONLY ONE RUN

THAT HAS CONDUIT TO THE CABINET.

2. ONE SPARE CONDUIT SHALL BE STUBBED AND CAPPED IN EACH OF THE PULL BOXES

1. ALL CONDUIT SHALL BE 2-INCH MINIMUM, EXCEPT ELECTRICAL POWER SERVICE DUCT.

CONDUIT:

OF ANY LANE CLOSURES.

3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE

BY CONTACTING COMMUNICATIONS AT (904) 810-6671.

OFFICERS CAN BE OBTAINED FROM THE OFFICE OF THE ST. JOHNS COUNTY SHERIFF

DIRECT TRAFFIC AT THE CONTRACTOR’S EXPENSE. OFF-DUTY LAW ENFORCEMENT 2. WHEN A LANE CLOSURE IS USED AN OFF-DUTY LAW ENFORCEMENT OFFICER SHALL

OPERATIONS MAY ADJUST THESE TIMES TO REFLECT ACTUAL FIELD CONDITIONS.

ST. JOHNS COUNTY AND/OR FLORIDA DEPARTMENT OF TRANSPORTATION TRAFFIC

THEY BE PERMITTED DURING THE HOURS OF 6:30AM TO 9:30AM AND 3PM TO 5:30PM.

1. LANE CLOSURES WILL NOT BE PERMITTED ON WEEKENDS OR HOLIDAYS, NOR WILL

MAINTENANCE OF TRAFFIC:

5. THE TRAFFIC SIGNAL HEADS SHALL BE MOUNTED VERTICALLY.

SHALL BE DURABLE AND DESIGNED FOR LONG-TERM APPLICATION. NO PLASTIC GARBAGE BAGS OR TAPE SHALL BE USED.

4. ONCE THE SIGNAL HEADS ARE INSTALLED, THE CONTRACTOR SHALL BAG EACH HEAD. THE PROPOSED BAGGING MATERIAL

3. ALL SIGNAL INDICATIONS SHALL HAVE L.E.D. DISPLAYS.

2. ALL SIGNAL HEADS SHALL BE BLACK ALUMINUM.

1. NO POLYCARBONATE HOUSING OR MOUNTING HARDWARE SHALL BE PERMITTED.

SIGNAL HEADS:

ALL REQUIRED IDENTIFICATION INFORMATION.

4. EACH POLE AND MAST ARM SHALL BE IDENTIFIED WITH A PERMANENT 1-INCH HIGH ENGRAVED OR IMPRESSED MARK WHICH CONTAINS

CONTRACTOR’S RESPONSIBILITY TO ENSURE THE MAST ARM IS BUILT CORRECTLY. THE MANUFACTURE’S APPROVAL IN WRITING. EACH RESERVE THE RIGHT TO DENY THE MODIFICATION FOR ANY REASON. IT IS THE FIT” WITHOUT THE ENGINEER OF RECORD, FLORIDA DEPARTMENT OF TRANSPORTATION (IF A STATE ROADWAY), ST. JOHNS COUNTY, AND 3. THE CONTRACTOR INSTALLING MAST ARMS SHALL NOT DRILL OR OTHER MODIFY MAST ARM MATCHING PLATES IN ORDER TO “MAKE IT

CONTRACTOR’S RESPONSIBILITY TO ENSURE THE DRILL SHAFT FOUNDATION AND THE MAST ARM BASE ARE BUILT CORRECTLY.MANUFACTURE’S APPROVAL IN WRITING. EACH RESERVE THE RIGHT TO DENY THE MODIFICATION FOR ANY REASON. IT IS THE WITHOUT THE ENGINEER OF RECORD, FLORIDA DEPARTMENT OF TRANSPORTATION (IF A STATE ROADWAY), ST. JOHNS COUNTY, AND THE

2. THE CONTRACTOR INSTALLING MAST ARMS SHALL NOT DRILL OR OTHERWISE MODIFY MAST ARM BASES IN ORDER TO “MAKE IT FIT”

INCLUDED IN THE PRICE FOR THE MAST ARMS.

EXCAVATING AND TEMPORARILY BACKFILLING THE PROPOSED FOUNDATION LOCATIONS (PRIOR TO FOUNDATION CONSTRUCTION) SHALL BE

ARMS. THE CONTRACTOR SHOULD ANTICIPATE UP TO THREE EXCAVATIONS PER LOCATION THAT MAY BE REQUIRED. THE COST FOR HAND

UNDERGROUND UTILITIES AND FOR COORDINATING WITH ALL UTILITY COMPANIES PRIOR TO ORDERING THE SHOP DRAWING FOR THE MAST

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAND EXCAVATING TO A DEPTH OF 5 FEET EACH POLE LOCATION TO EXPOSE EXISTING

MAST ARMS:

TO PULL BOX AND NOT INTO THE CABINET.

2. A NO. 14 AWG INSULATED STRANDED COPPER WIRE SHALL BE PULLED IN THE SAME CONDUIT AS THE FIBER OPTIC CABLE. PULL BOX

TRAFFIC OPERATIONS.

SECURELY ATTACHED TO EACH CABLE. THE TAGGING SYSTEM PROPOSED SHALL BE SUBMITTED FOR APPROVAL BY ST. JOHNS COUNTY

1. ALL FIELD WIRING SHALL BE NEATLY BUNDLED AND CLEARLY IDENTIFIED WITH PERMANENTLY LEGIBLE, WEATHERPROOF TAGS THAT ARE

CABLE:

4 100 AMP-HOUR BATTERIES MODEL: ALPHA 210GXL

(BATTERIES MUST BE IN A SEPARATE CABINET, SIDE MOUNTED TO MAIN CONTROLLER)

1 UPS ALPHA NOVUS FXM-2000 WITH SNMP ETHERNET INTERFACE RACK MOUNTED

1 ITS EXPRESS SWITCH. MODEL ITS-8040

2 SETS OF KEYS (2 CONTROLLER DOOR AND 2 POLICE ACCESS KEYS)

1 SET OF OPERATION MANUALS FOR EACH DEVICE

2 SETS OF CABINET DRAWINGS

1 MANUAL CORD

1 BALL BEARING ROLLER DRAWER

1 SET OF FDOT SPEC LOAD RESISTORS FOR THE BACK PANEL

1 PRE-EMPT PANEL (2 CHANNEL MINIMUM)

1 4 CHANNEL PED ISOLATION CARD

1 2 CHANNEL OPTICOM RACK AND FIELD PANEL

TRAFFICWARE COLOR VIDEO CAMERAS MODEL 50197-2000 AND MOUNTING HARDWARE

1 16 CHANNEL LOOP DETECTOR PANEL WITH 16 SRA-6LC SURGE ARRESTORS

TRAFFICWARE 2 CHANNEL TS2 TIME DELAY DETECTOR MODEL: 722L

1 16 CHANNEL VEHICLE DETECTOR RACK

1 TRAFFICWARE TS2 CABINET POWER SUPPLY MODEL: TS2/CAB/PS

1 LUMINAIRE INTERFACE ON POWER PANEL

5 FLASH TRANSFER RELAYS

1 NEMA FLASHER

16 NEMA LOAD SWITCHES

1 EXTERNAL GENERATOR HOOK-UP WITH AUTO TRANSFER RELAY

1 TRAFFICWARE TS2 MODEL 516L MMU WITH ETHERNET

1 TRAFFICWARE MODEL 980 SERIES ETHERNET CONTROLLER MODEL:A0300-1 WITH ETHERNET

1 TRAFFICWARE P-44 CABINET ASSEMBLY

TS2-TYPE 2

EQUIPMENT REQUIREMENTS:

TECO GAS ANDREW SCHERMER (904) 739-7320

COMCAST JAMES GRAHAM (800) 934-6489

AT&T P,K. PATEL (904) 727-1568

FPL KEN TONER (904) 824-7631

ST. JOHNS COUNTY UTILITY DEPARTMENT CHRIS CANNAN (904) 209-2700

LOCATION OF UNDERGROUND UTILITIES.

10. THE CONTRACTOR SHALL CONTACT LOCAL UTILITY COMPANIES TO DETERMINE THE

BE RUN IN SEPARATE CONDUIT AND PULL BOXES.

9. LOOP WIRES, SIGNAL CABLE, INTERCONNECT, AND ELECTRICAL SERVICE WIRE SHALL

ST. JOHNS COUNTY TRAFFIC OPERATIONS PRIOR TO ORDERING CABLE.

8. THE CONTRACTOR SHALL VERIFY COLOR CODES FOR SIGNAL CABLE WITH

WITH ST. JOHNS COUNTY’S EXISTING EQUIPMENT AND SOFTWARE PER SITE.7. THE CONTRACTOR SHALL INSURE ALL EQUIPMENT INSTALLED IS COMPATIBLE

COUNTY TRAFFIC OPERATIONS FOR APPROVAL PRIOR TO ORDERING.

6. ANY EQUIPMENT USED FOR CONSTRUCTION SHALL BE SUBMITTED TO ST. JOHNS

EQUIPMENT THAT MEETS THE LOCAL UTILITIES REQUIREMENTS.

SIGNAL POLES OR CABINET. THE CONTRACTOR SHALL ALSO USE AND INSTALL ANY

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 639 NOT ATTACHED TO THE

17736 DESIGN STANDARDS FIGURE A OR FIGURE C AND MEET THE FDOT STANDARD

5. IF A POWER METER IS NOT REQUIRED A DISCONNECT SHALL BE INSTALLED PER FDOT

FOR THE BALANCE OF THE FEE.

POWER SERVICE ASSEMBLY BY THE CONTRACTOR AND SHALL BE RESPONSIBLE

IS REQUIRED, THE FEE SHALL BE INCLUDED AS PART OF PAYMENT FOR ELECTRICAL

CONNECTIONS PRIOR TO INSTALLATION AND CONNECTION. IF A SERVICE PROCESSING FEE

4. ST. JOHNS COUNTY TRAFFIC OPERATIONS WILL APPROVE ANY POWER SERVICE

DOCUMENTATION OF ANY EQUIPMENT AND OR HARDWARE USED FOR CONSTRUCTION.

COMPLETE SETS OF SIGNED AND SEALED “AS-BUILT” PLANS AND COMPLETE 3. AT THE TIME OF FINAL PROJECT INSPECTION, THE CONTRACTOR SHALL FURNISH TWO

SETTING POLES, INSTALLING SIGNAL HEAD ASSEMBLIES, OR CUTTING LOOPS.

24 HRS IN ADVANCE OF INSTALLING GROUND RODS, INSTALLING UNDERGROUND CONDUIT,

2. THE CONTRACTOR SHALL NOTIFY ST. JOHNS COUNTY TRAFFIC OPERATIONS AT LEAST

INSPECTOR ON THE SITE. CONTACT TRAFFIC OPERATIONS AT 209-0170.

SITE PERFORMING CONSTRUCTION SHOULD ST. JOHNS COUNTY WISH TO HAVE AN

1. ST. JOHNS COUNTY SHALL BE INFORMED ANY TIME THE CONTRACTOR IS ON THE JOB

MISCELLANEOUS NOTES:

BY 2 FOOT DEEP.

INCLUDE THE RECESSED LOGO “TRAFFIC SIGNALS”. ALL FIBER OPTIC PULL BOXES SHALL BE OVERSIZED TO: 3 FOOT BY 2.5 FOOT 1. UNLESS SPECIFIED OTHERWISE, ALL PULL BOX COVERS TO FURNISHED AND INSTALLED SHALL BE NON-METALLIC AND SHALL

PULL BOXES:

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(904) 900-7620


Unit 606

3653 Regent Blvd.

P.E. # 57498


EMERGENCY SIGNAL


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(904) 900-7620


Unit 606

3653 Regent Blvd.

P.E. # 57498


EMERGENCY SIGNAL


N10 40

Feet

0

POLE LOCATION =

1

STA 16+96.00, 54.40' LT

2

POLE LOCATION =STA 17+71.40, 93.60' RT

C

EL 29.20'

EL 30.50'

10+00 11+00

16+00

17+00

18+00

8" W

M

67'

6.0'

11.5'

16.5'

20.0'

107.0'

13.0'

8.0'

CO

NC

RE

TE SID

EW

AL

KC

ON

CR

ET

E SID

EW

AL

K

S/W

GAS

10"P

VC W

M

2"D

BC

(4) 3"P

VC

(4) 1.5"P

LO

W C

ON

2"D

BC

10"P

VC S

ANIT

AR

YMES

INV=26.29

MES

INV=28.11

MES

INV=28.35

8" W

M

SANITARY MH

WITH VALVE INSIDE

TOP OF VALVE =29.09

ROCK

DRIVE

ASPHALT

DRIVE

CONC

DRIVE

ROCK

DRIVE

1-STORY

MASONRY

WOOD WALL

(PLANTER)

WOOD WALL

(PLANTER)

W

WV

DY

H

WV

U

U

W

SV

CABLE

S

MATCH LINE - SEE PLAN SHEET T-5

A

A

EMERGENCY

SIGNAL

R

Y

3-SECT., 1-WAY

649-31-2171 EA

630-2-11

630-2-14

630-2-11

1 EA

155 LF639-2-1

639-3-11

641-2-12 1 EA

120 LF

639-1-123

632-7-1

633-3-16 1 EA

630-2-11

1 EA

1 AS670-5-110

684-1-1

685-106

1 PI

1 EA

635-2-12

650-1-14

2 EA

A

R10-13

42"x30"

700-3-2014 AS

2 RUNS @ 10'

682-1-113

1 EA

633-1-121

630-2-12

630-2-12

2 RUNS @ 160'

649-31-2181 EA

630-2-11

4 EA

633-1-121

630-2-11

633-1-121

630-2-12

SOURCE POLEEXIST. POWER

6 EA635-2-11

85 LF

633-1-121 20 LF

2 RUNS @ 10'

2 RUNS @ 10'

633-1-121 50 LF

633-1-121 50 LF

2 RUNS @ 85'

85 LF

2 RUNS @ 85'

85 LF

633-3-11 1 EA

T-4

633-3-12 1 EA

INTERCONNECT PLANAND

SIGNALIZATION

50 LF633-1-121

1 AS

Y* FLASH

R

Y

3-SECT., 1-WAY

650-1-14

2 AS

G

* FLASH R

1-SECT., 1-WAY

650-1-11

2 AS

* FLASH

* FLASH DURING NORMAL OPERATION

6 8 4

2 (2)

(2)(2) (2)

2 2

66

4

4

8

8

633-1-121

630-2-12

160 LF

630-2-12 2 RUNS @ 85'

2 RUNS @ 160'

2 RUNS @ 85' (1 - 12 FIBERS; 1 LOCATE WIRE) TYP.

SIGNAL HEAD DETAILSMAST ARM MOUNTED SIGN DETAILS

SEQUENCE PHASE MOVEMENT

I

8 (STEADY YELLOW)

4 (STEADY RED)

2 & 6 (STEADY RED)

NORMAL FLASH

CLEAR TO

8 (FLASH RED)

4 (FLASH RED)

2 & 6 (FLASH YELLOW)

FLASH

NORMAL

8 (STEADY RED)

4 (STEADY RED)

2 & 6 (STEADY YELLOW)

PREEMPTION

CLEAR TO

8 (STEADY RED)

4 (STEADY RED)

2 & 6 (STEADY RED)

RED

ALL

8 (STEADY GREEN)

4 (STEADY RED)

2 & 6 (STEADY RED)

DWELL

PREEMPTION

II

IV

V

III

PREEMPTION MOVEMENT CHART

CONNECTION INTO THE CABINET.SIGNAL CONTRACTOR SHALL MAKE THE

TERMINATE NEAR PROPOSED CABINET.AND WILL INSTALL CONDUIT WITH FIBER TO PUSH BUTTON INSIDE FIRE STATION BUILDING SITE CONTRACTOR WILL INSTALL PREEMPTION

FYFR

6

4

2

8

FY

FR

YR

6

4

2

8

Y

R

R

R

6

4

2

8

R

R

R

G

6

4

2

8

R

R

R

Y

6

4

2

8

R

R

US-1

FIRE STATION DRIVEWAY

CHURCH DRIVEWAY

R/W LINE

OF CONDUIT.

PRIOR TO THE SETTING OF THE SIGNAL POLES OR THE LAYING

OF CONSTRUCTION. ALL UTILITY CONFLICTS SHALL BE RESOLVED

UTILITY COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL PERTINENT

SHOWN ARE IN THE LOCATIONS INDICATED. IT IS THE

THAT ALL EXISTING UTIITIES ARE SHOWN OR THAT THOSE

PROPOSED MAST ARM STRUCTURES. NO GUARANTEE IS MADE

2. SOFT DIGS WERE ONLY OBTAINED IN THE VICINITY OF THE

PROGRAMMED TO OPERATE AS DESIGNED.

1. CABINET SHALL BE ORDERED TO OPERATE SOP 10 THEN

IS ASSUMED AS 25 MPH.

APPROACHES. THE SPEED LIMIT ON BOTH DRIVEWAYS

2. THE SPEED LIMIT ON US-1 IS 45 MPH FOR BOTH

DRIVEWAY TO FIRE STATION AND DRIVEWAY TO CHURCH.

1. MAJOR STREET IS US-1 AND MINOR STREETS ARE

NOTES:

TIMINGS

INTERSECTION(CLEAR TO PREEMPTION)

CLEARANCE

(STEADY RED)

ALL RED

(PREEMPTION DWELL)

GREEN

NORMAL OPERATION

CLEAR TO

PREEMPTION TIMINGS

FIRE STATION

US1 AT4.8 SEC 3 SEC 40 SEC * 3.4 SEC

3 (2 RUNS @ 10')

630-2-30 1 EA

50 LF633-1-121

SERVICE BOX PROVIDED BY FPL

SJC TRAFFIC OPERATIONS TO BE ADJUSTED BY * GREEN PREEMPTION WELL TIME

NN

10 40

Feet

0

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(904) 900-7620


Unit 606

3653 Regent Blvd.

P.E. # 57498


EMERGENCY SIGNAL


CONCRETE SIDEWALK

S/W

S/W

CONCRETE SIDEWALK

S/W

24" C

UR

B & G

UT

TE

R

24" C

UR

B & G

UT

TE

R

S/W

TLP

TLP

PX

PX

PX

TLP

PX

SIG

N

CONCRETE SIDEWALK

PX

S/W

S/W

S/W

ME

TA

L H

AN

D R

AIL

CONCRETE SWALECONCRETE SWALE

AS

PH

ALT

DRIV

E

ROCK

TS

CB

TS

CB

TS

CB

TS

CB

TS

CB

TS

CB

TS

CB

6" C

UR

B

(TY

PIC

AL)

8" C

UR

B

(TY

PIC

AL)

TS

CB

TS

CB

RO

CK

DRIV

E

TS

CB

1-S

TO

RY

MA

SO

NR

Y

WO

OD W

ALL

(PL

AN

TE

R)

WO

OD W

ALL

(PL

AN

TE

R)

A/C

BM

1

DITCH

DITCH

WV

T

WV

WV

EO

DY

H

EH

H EH

H

U

DY

H

W

U

W

EB C

AB

LE

WV

W

WV

WW W

TS

CB

W

U

WV

DY

H

WV

WV

WV

SV

EBW

EO

EC

B

EB

EBEB

EB

ICV

635-2-125 EA

633-1-121

630-2-11

633-1-121 50 LF

350 LF

2 RUNS @ 40'

40 LF633-1-121

630-2-12

100 LF633-1-121

630-2-112 RUNS @ 80'

80 LF633-1-121

630-2-12

2 RUNS @ 20'

20 LF633-1-121

630-2-11

633-1-121 50 LF

633-1-121 50 LF633-1-121 50 LF

633-1-121

630-2-122 RUNS @ 15'

15 LF

633-1-12150 LF

2 RUNS @ 350'2 RUNS @ 100'633-2-32

633-2-31

633-3-11

633-3-12

1 EA

1 EA

EXIST. CONTROLLER

12 EA

12 EA

INTERCONNECT PLANT-5

US-1

OL

D M

OU

LT

RIE

R/W LINE

R/W LINE

MA

TC

H

LI

NE -

SE

E

PL

AN

SH

EE

T

T-4

.

...

.

..

.

SPECIAL DETAILS

SET SCREWS

TOP WITH 3 STAINLESS STEEL

REMOVABLE CAST ALUMINUM POLE

EACH POLE

INSIDE TOP OF

SUPPORT WELDED

"J" HOOK WIRE

OF CABLE

STRAIN RELIEF

ADJUSTED FOR

CABLE GRIP

(IF REQUIRED)

LUMINAIRE ARM

STRAIN RELIEF OF CABLE

CABLE GRIP ADJUSTED FOR

MAST ARM SIGNAL CABLE

SCREWS

" HEX HEAD 41WITH

ATTACHED TO UPRIGHT WALL

20 LUG TERMINAL STRIP

UPRIGHT

COMPARTMENT

TERMINAL

SIGNAL HEADS

CABLE TO

LUG (GREEN)

HEAD (13NC) GROUNDING

" HEX 21FRAME INSTALL

DRILL AND TAP HANDHOLE

CABINET

CONTROLLER

FROM

CABLE

SIGNAL

TO GROUND ROD

COPPER (BARE)

No. 6 STRANDED

WITH CABINET GROUND BUSS

CONNECTING ALL POLES

(GREEN INSULATED) GROUND

No. 6 AWG COPPER WIRE

"411

"212

(FOR LUMINAIRE)

P.V.C. CONDUIT

"21GROUND IN 1

12/2 U.F. WITH

N.T.S. N.T.S.N.T.S.

N.T.S.

N.T.S.

N.T.S.

GALVANIZED

MAST ARM

(GALVANIZED)

DROP PIPE

STATIONARY JOINT.

SIZE TO DEVELOP A

U-BOLTS OF SUFFICIENT

MAST ARM

A SLIP JOINT.

SIZE TO DEVELOP

U-BOLTS OF SUFFICIENT

SCREW (TYP.)

HEX HEAD

STAINLESS STEEL

" DIA.41

7"

FRAME

COMPARTMENT

TERMINAL

'A' 'A'

R=3.5"

(SEE INDEX 17745)

5" x 10" HANDHOLE

2' - 2"

3/8" HOLE (TYPICAL)

COVER

COMPARTMENT

TERMINAL

11 GAGE

NEOPRENE GASKET BEHIND COVER

DROP PIPE

U-BOLT CLAMP

ZEE

SIGN FACE

CLAMP

U-BOLT

LOCK WASHERS.

WITH NUTS AND

ROUND HEAD BOLTS

STAINLESS STEEL

SIGN FACE

DROP PIPE

ZEE

WELD

PENETRATION

PARTIAL

FRAME

COMPARTMENT

TERMINAL

" (TYP.)41

5"

7"

" 411

WELD

PENETRATION

PARTIAL

UPRIGHT WALL

RELIEF DETAIL

CABLE STRAIN

TYPICAL

DROP PIPE SIGN DETAIL

SIGN ARM BRACKET

SECTION "A-A"

TERMINAL COMPARTMENT FRAME AND COVER DETAIL

POLE 1" BELOW TOP OF CONDUIT.CONDUIT TO BE STRAPPED TO

GRADEABOVE FINISHED APPROX. 4"

OF SERVICE BOX1' BELOW LOCATION CONDUIT NOT TO EXCEED

TAPEWARNING

CUSTOMER'S SERVICE

36"

30"

MIN.

R/W

PROFILE VIEW

N.T.S.

POWER SERVICE DETAIL

MA

X.

**

**

SIDE VIEW

TOP VIEW SIDE VIEW

FRONT VIEW

T-6

IN SERVICE BOXCONDUCTORSSERVICE ENTRANCE7' MIN. OF EXCESS

BY FPL)PROVIDED (SERVICE BOXFINISHED GRADEFLUSH WITHBOX TO SET

N.T.S.

MAST ARM

OR EQUIVALENT

ASTRO-BRACKET

FULLY ARTICULATING

SIGNAL HEAD

ATTACHMENT DETAILSIGNAL HEAD BRACKET

POLEFPL POLE. END TO BE PLUGGED.

AND BE IN DIRECT CONTACT WITH FPL CONDUIT TO EXTEND ABOVE GROUND

FPLPROVIDED BY

(36" RADIUS MIN.)90° ELBOW

(SEE INDEX 17745)

HANDHOLE FRAME

WIRING DETAILS

6/15/2016 8:26:30 AMZ:\Project Directory\Active Contracts\019-0035 MDG - EM Signal\F - CADD\01900350000\signals\SSDTSG01.dgn


REVISIONS

NO.

SHEET

Sam


DIRO

L

F

JST.

SNH

O

A

YT

NU

O

C




(904) 900-7620


Unit 606

3653 Regent Blvd.

P.E. # 57498


EMERGENCY SIGNAL


G

Y

R

G

Y

R

G

Y

R

G

Y

R

G

Y

R

BUTTON

PED.

SIGNALS

PED.

(ARM M.H.)

HEIGHT

MOUNTING

ARM

NO.

SHEET

NO.

ID

ELEVATION

FOUNDATION

TOP OF

NO.

ARM

RDWY

ELEV.

CROWN

V/H

SIGNAL

Y/N

PLATES

BACK

Y/N

SIGNAL

PED.

LENGTH

ARM

TOTAL

90/270

DUAL ARMS

� BETWEEN

2 T-4

1 T-4

MAST ARM

TABULATION SHEET

29.20'

30.50'

V Y N

V Y N

T-7

30.53' 46 3 58 3

1 1

DE

SIG

N E

SIGN D

SPECIAL INSTRUCTIONS

NO.

ID

LOCATION

HANDHOLE

DIRECTION FROM ROADWAY 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

TOP OF FOUNDATION ELEVATIONTOTAL ARM LENGTH

SIGN ASIGN B

AH5

H4

124 3

W2W4

5W5

B

H2

W1

W2* *3 B H2W1 C H31 *

SIGN DATA

5 *2* 4 H1A W3BY STA.

LOCATION

M.H.

ARM

D H4

DISTANCE FROM POLE / HEIGHT AND WIDTH OF SIGNDISTANCE FROM POLE

* DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY

W4

SIGNAL DATA

1

1

H1

5222.0'

21.0'

V Y N 4 3 21.0'

54'

60'

V Y N 28 3 40 3 52' 22.0'28.83'

30.66'

SIGN C

W3

C

H3

E H5 W5COLOR

PAINT

NOTE: TOP OF FOUNDATION IS ONE-HALF FOOT ABOVE GROUND ELEVATION FOR BOTH POLES.

16+96.00, 54.40' LT

17+71.40, 93.60' RT

2

2

37

2.5' 3.5'

2.5' 3.5'

40 52

31 43

9070.5'

90

30.69'

6/15/2016 8:26:28 AMZ:\Project Directory\Active Contracts\019-0035 MDG - EM Signal\F - CADD\01900350000\signals\MSSGSG01.dgn


REVISIONS

NO.

SHEET

Sam


DIRO

L

F

JST.

SNH

O

A

YT

NU

O

C




(904) 900-7620


Unit 606

3653 Regent Blvd.

P.E. # 57498


EMERGENCY SIGNAL


6/15/2016 8:32:10 AMZ:\Project Directory\Active Contracts\019-0035 MDG - EM Signal\F - CADD\01900350000\signals\SBVHUW01.DGN


REVISIONS

NO.

SHEET

Sam


DIRO

L

F

JST.

SNH

O

A

YT

NU

O

C




(904) 900-7620


Unit 606

3653 Regent Blvd.

P.E. # 57498


EMERGENCY SIGNAL


C

10+00

17+00

6.0'

11.5'

CO

NC

RE

TE SID

EW

AL

K

ASPHALT

DRIVE

11+00

8" W

M

107.0'

13.0'

8.0'

2"D

BC

10"P

VC S

ANIT

AR

Y

SANITARY MH

WITH VALVE INSIDE

TOP OF VALVE =29.09SV

S

1

2

0 10

Feet

2

N

Vvh No. 1

Vvh No. 2

Vvh No. 3

Vvh No. 4

Vvh No. 5

Vvh No. 6

T-8

0 10

Feet

2

N

EXCAVATION DATASUBSURFACE UTILITY

PROPOSED CONDUIT

PROPOSED CONDUIT

PROPOSED CONDUIT

POLE LOCATION

PROPOSED

POLE LOCATION

PROPOSED

SANITARY (10" PVC)

TEST HOLE NO. UTILITY TYPE DEPTH

TEST HOLE INFORMATION FOR POLES 1 & 2

1

2

3

4

5

6

3.3'WATER (10" PVC)

2.8'COMMUNICATION (2" DB CBL)

COMMUNICATION (4-3" PVC) 3.3'

5.2'COMMUNICATION (4-1.5" PLOW CON)

3.5'

COMMUNICATION (2" DB CBL) 3.2'

GNNTSG01keysG01MSSGSG01SBVHUW01SSDTSG01TABQSG01

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