Design Standards - Central Florida Expressway Authority

Design Standards - Central Florida Expressway Authority

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

ITS DESIGN STANDARD DETAILS

FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY

OPERATIONS ON THE STATE HIGHWAY SYSTEM

REVISION: APRIL 2015

CENTRAL FLORIDA EXPRESSWAY AUTHORITY

4974 Orl Tower Rd

Orlando, FL 32807

PHONE NUMBER: 407-690-5000

FAX NUMBER: 407-690-5011

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TOC_V4.DGN

COMMON DETAILS

GENERAL NOTES (1 OF 3)

GENERAL NOTES (2 OF 3)

GENERAL NOTES (3 OF 3)

TABULATION OF QUANTITIES (1 OF 3)

TABULATION OF QUANTITIES (2 OF 3)

TABULATION OF QUANTITIES (3 OF 3)

LEGEND & UTILITY CONTACTS

FIBER OPTIC NETWORK TYPICAL MAINLINE AND RAMP CROSS SECTIONS

FIBER OPTIC NETWORK TYPICAL MAINLINE SECTIONS WITH SECONDARY FEEDER

TYPICAL SR 408 UTILITY CORRIDOR

FIBER OPTIC CABLE ROUTE MARKER

UNDERGROUND CONDUIT DETAILS

TRENCHING AND UTILITY CROSSING DETAIL

TRENCHING AND PLOWING DETAILS, SINGLE CONDUIT BANK (1 OF 2)

TRENCHING AND PLOWING DETAILS, SINGLE CONDUIT BANK (2 OF 2)

DIRECTIONAL BORE DETAIL, FIBER OPTIC BACKBONE CONDUIT

DIRECTIONAL BORE DETAIL, ITS DEVICE DROP

BRIDGE-MOUNTED CONDUIT DETAILS

TYPICAL BRIDGE APPROACH DETAIL

BRIDGE HANGER DETAIL

FIBERGLASS EXPANSION JOINT DETAIL

MANHOLE DETAILS

FIBER OPTIC MANHOLE COVER DETAIL

FIBER OPTIC MANHOLE DETAIL 4' X 4' X 4'

FIBER OPTIC MANHOLE DETAIL 4' X 6.5' X 6.5'

FIBER OPTIC MANHOLE INNERDUCT ORGANIZER

FIBER OPTIC MANHOLE DETAIL 4' X 6.5' X 6.5' (DOGHOUSE)

FIBER OPTIC MANHOLE GROUNDING DETAILS

FIBER OPTIC PULL BOX AND MANHOLE BREAK-IN DETAILS

FIBER OPTIC PULL BOX DETAILS (AUXILIARY FEEDER TO DEVICE)

FIBER OPTIC PULL BOX DETAILS (BACKBONE TO DEVICE)

FIBER OPTIC CONDUIT JUNCTION BOX DETAIL

FIBER OPTIC MANHOLE STUBOUT DETAIL

FIBER OPTIC NETWORK TOLL PLAZA ENTRANCE DETAIL

TYPICAL CONCRETE PAD DETAIL FOR SLOPES

TYPICAL CONCRETE PULL BOX MOW PAD DETAILS

COMMON CCTV DEVICE DETAILS

CCTV CAMERA LOWERING DEVICE DETAIL (1 OF 2)

CCTV CAMERA LOWERING DEVICE DETAIL (2 OF 2)

CCTV CAMERA JUNCTION BOX WIRING DETAIL

SERVICE POINT DETAIL (1 OF 3)

SERVICE POINT DETAIL (2 OF 3)

SERVICE POINT DETAIL (3 OF 3)

DUAL CCTV CAMERA LOWERING DEVICE DETAIL

DETAILS FOR RELOCATED CCTV CAMERA SITES

CCTV CAMERA STEEL POLE DETAIL (RELOCATED SITE)

CCTV CAMERA FOUNDATION DETAIL (RELOCATED SITE)

DETAILS FOR NEW CCTV CAMERA SITES

CCTV CAMERA STRUCTURES AND FOUNDATIONS (NEW SITE)

CCTV SYSTEM PHASE 1 EXPRESSWAY MANAGEMENT SYSTEM

CCTV POLE STRUCTURE (1 OF 3)

CCTV SYSTEM PHASE 1 EXPRESSWAY MANAGEMENT SYSTEM

CCTV POLE STRUCTURE (2 OF 3)

CCTV SYSTEM PHASE 1 EXPRESSWAY MANAGEMENT SYSTEM

CCTV POLE STRUCTURE (3 OF 3)

CCTV STRUCTURES AND FOUNDATIONS (1 OF 3)

CCTV STRUCTURES AND FOUNDATIONS (2 OF 3)

CCTV STRUCTURES AND FOUNDATIONS (3 OF 3)

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GROUNDING DETAILS

ITS DEVICE GROUNDING

ITS DEVICE GROUNDING ARRAY (1 OF 4)

ITS DEVICE GROUNDING ARRAY (2 OF 4)

ITS DEVICE GROUNDING ARRAY (3 OF 4)

ITS DEVICE GROUNDING ARRAY (4 OF 4)

DCS DETAILS

DCS SIGN STRUCTURE MOUNTING DETAIL

DCS BRIDGE MOUNTING DETAIL (STRAIGHT BRIDGE)

DCS BRIDGE MOUNTING DETAIL (SKEWED BRIDGE)

DCS BRIDGE MOUNTED CONDUIT DETAIL

DCS BRIDGE MOUNTED CONDUIT TRANSITION DETAIL

DCS STEEL TUBE STRUCTURE ANTENNA DETAIL

INTERIM DCS SITE DETAIL

DCS STEEL TUBE STRUCTURE NOTES AND ELEVATIONS

DCS STEEL TUBE STRUCTURE FOUNDATION DETAILS

DCS STEEL TUBE STRUCTURE MISCELLANEOUS DETAILS

DCS STEEL TUBE STRUCTURE TABLE OF VARIABLES

DCS DETAILS FOR BRIDGE STRUCTURE MOUNTED

EQUIPMENT AND CONDUIT (1 OF 4)

DCS DETAILS FOR BRIDGE STRUCTURE MOUNTED

EQUIPMENT AND CONDUIT (2 OF 4)

DCS DETAILS FOR BRIDGE STRUCTURE MOUNTED

EQUIPMENT AND CONDUIT (3 OF 4)

DCS DETAILS FOR BRIDGE STRUCTURE MOUNTED

EQUIPMENT AND CONDUIT (4 OF 4)

BRIDGE MOUNTED FIBER OPTIC CONDUIT DROP

DCS COVERAGE AREA (1 OF 11)

DCS COVERAGE AREA (2 OF 11)

DCS COVERAGE AREA (3 OF 11)

DCS COVERAGE AREA (4 OF 11)

DCS COVERAGE AREA (5 OF 11)

DCS COVERAGE AREA (6 OF 11)

DCS COVERAGE AREA (7 OF 11)

DCS COVERAGE AREA (8 OF 11)

DCS COVERAGE AREA (9 OF 11)

DCS COVERAGE AREA (10 OF 11)

DCS COVERAGE AREA (11 OF 11)

MSE WALL DCS MOUNTING DETAIL

CABINET DETAILS

DMS CABINET LAYOUT DETAIL

PANDUIT AND DUCT BRACKET DETAIL

ITS CABINET LAYOUT DETAIL

DCS READER NEMA CABINET LAYOUT DETAIL

TYPICAL WIRING DIAGRAMS (1 OF 4)

TYPICAL WIRING DIAGRAMS (2 OF 4)

TYPICAL WIRING DIAGRAMS (3 OF 4)

TYPICAL WIRING DIAGRAMS (4 OF 4)

ETHERNET SWITCH DETAIL

DMS DEVICE DETAILS

DMS SERVICE POINT DETAIL SHEET

DMS SERVICE POINT PANEL DETAIL SHEET

DCS ANTENNA ON DMS TRUSS DETAIL SHEET

THREE LINE DMS BACKWALL DETAIL SHEET

SINGLE LINE DMS BLOCK DIAGRAM

DCS AND THREE LINE DMS DEVICE CO-LOCATION DETAIL

TMS DEVICE DETAILS

TRAFFIC MONITORING STATIONS AND CCTV CO-LOCATION DETAILS

TRAFFIC MONITORING STATIONS INSTALLATION (ROUND STEEL POLE) DETAILS

TRAFFIC MONITORING STATIONS AND EXISTING SIGN CO-LOCATION DETAILS

TRAFFIC MONITORING STATIONS SIGN STRUCTURE MOUNTING DETAILS

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DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

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FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

TABLE OF CONTENTS

SHEET

NO.

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7:50:46 AM

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

11.

12.

13.

15.

THE CONTRACTOR SHALL NOTIFY THE CENTRAL FLORIDA EXPRESSWAY AUTHORITY 48

HOURS PRIOR TO BEGINNING CONSTRUCTION.

THESE PLANS REFLECT CONDITIONS KNOWN DURING PLAN DEVELOPMENT. IN THE

EVENT ACTUAL PHYSICAL CONDITIONS PREVENT THE APPLICATION OR THE

PROGRESSION OF ANY WORK SPECIFIED IN THESE PLANS, THE CONTRACTOR SHALL

NOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO ANY FURTHER WORK ACTIVITY.

IN ORDER TO MINIMIZE IMPACT TO LANDSCAPING MATERIAL, THE CONTRACTOR SHALL

EXERCISE CAUTION THROUGH LANDSCAPING LIMITS DURING ALL PHASES OF

CONSTRUCTION ACTIVITY. ANY LANDSCAPE MATERIAL DAMAGED DURING THE

CONSTRUCTION PROCESS SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S

EXPENSE.

18.

19.

PULLING INSTRUCTIONS FOR POWER CONDUCTORS: CONNECT PULLING DEVICES TO

COPPER WIRE AND NOT TO JACKET AND MEET MANUFACTURERS REQUIREMENTS. USE

PULLING COMPOUND PER MANUFACTURES REQUIREMENTS. ALL BENDS SHALL NOT BE

LESS THAN RECOMMENDED BY N.E.C. OR N.E.S.C. FOR CABLE USED.

ALL MISCELLANEOUS WORK NECESSARY IN THE SHOULDER AREA TO CONSTRUCT CAMERA

POLES, PULL BOXES, ETC. (I.E. GRADING, SODDING, CLEARING AND GRUBBING, GUARDRAIL

OR FENCE RESETTING) IS CONSIDERED INCIDENTAL, AND IS TO BE INCLUDED IN THE

COST OF CAMERA POLE ASSEMBLY, PULL BOX, ETC. ALL DISTURBED AREAS SHALL BE

SODDED. THE CONTRACTOR SHALL HAUL ALL EXCESS EXCAVATION AND WASTE

MATERIALS OFF-SITE. REMOVAL OF THESE MATERIALS SHALL BE CONSIDERED

INCIDENTAL TO THE COST OF THE CAMERA POLE ASSEMBLY, PULL BOX, ETC.

CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH ALL OTHER CONTRACTORS

OPERATING WITHIN THE PROJECT AREA.

20.

THE CONTRACTOR SHALL ESTABLISH, STAKE AND PAINT CAMERA POLE LOCATIONS WITH

THE USE OF A FLORIDA REGISTERED LAND SURVEYOR. IF, DURING THE CONSTRUCTION

PROCESS, THE STAKES AND/OR PAINTED MARKS ARE OBLITERATED, IT IS THE

CONTRACTOR'S RESPONSIBILITY TO HAVE THE CAMERA POLE LOCATIONS

RE-ESTABLISHED BY A FLORIDA REGISTERED LAND SURVEYOR. NO ADDITIONAL

PAYMENT WILL BE ALLOWED.

THE CONTRACTOR SHALL EXERCISE ALL APPROPRIATE SAFETY MEASURES WHEN

WORKING IN OR AROUND AREAS OF OVERHEAD ELECTRICAL/TRANSMISSION LINES OR

UNDERGROUND UTILITIES. HAND DIGGING SHALL BE USED AROUND ALL KNOWN AND

LOCATED UTILITIES.

21.

FLORIDA STATUTE 556 REQUIRES CONTRACTORS TO CALL SUNSHINE STATE ONE-CALL OF

FLORIDA, INC., AT 1-800-432-4770, NO LESS THAN 2 OR MORE THAN 5 BUSINESS DAYS

BEFORE BEGINNING ANY EXCAVATION OR DEMOLITION. NOT ALL UTILITY

AGENCIES/OWNERS ARE MEMBERS OF SUNSHINE STATE ONE-CALL OF FLORIDA, INC.

22.

VEGETATION SHALL BE REMOVED OR CUT BACK AS DIRECTED BY THE CONSTRUCTION

ENGINEER TO PROVIDE ADEQUATE SIGHT DISTANCE FOR ALL CAMERA LOCATIONS.

VEGETATION REMOVAL AND TRIMMING SHALL BE CONSIDERED INCIDENTAL TO THE UNIT

PRICE OF THE CAMERA POLE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE CITY OF ORLANDO

NOISE ORDINANCE CHAPTER 42.

THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL TOLLS INCURRED FROM USING THE

AUTHORITY SYSTEM IN TRANSPORTING WORKERS, EQUIPMENT OR MATERIALS TO AND

FROM THE SITE OF WORK AT NO ADDITIONAL COST TO THE AUTHORITY. CONTRACTOR

SHALL ACCESS THE PROJECT BY EXISTING RAMPS. NO ACCESS WILL BE ALLOWED

THROUGH THE RIGHT-OF-WAY FENCE UNLESS APPROVED BY THE AUTHORITY. NO

U-TURNS SHALL BE PERMITTED IN THE MEDIAN.

A GROUNDING ELECTRODE IS REQUIRED PER EACH CAMERA POLE, DMS SIGN

STRUCTURE, DMS BOX, AND DMS CABINET. INSTALLATION SHALL BE IN ACCORDANCE

WITH CFX SPECIFICATIONS 620A, 720 AND 721, WITH A MINIMUM LENGTH OF 20 LINEAR

FEET AND A MEASURED RESISTANCE 5 OHMS OR LESS. ALL CONNECTIONS SHALL BE

EXOTHERMICALLY WELDED. IF 5 OHMS IS NOT OBTAINED WITH THE INITIAL 20 LINEAR

FEET OF GROUNDING ELECTRODE, THEN ADDITIONAL GROUND ELECTRODE OR A GROUND

ARRAY SHALL BE INSTALLED UNTIL MEASURED RESISTANCE OF 5 OHMS OR LESS IS

ACHIEVED AT NO ADDITIONAL COST TO THE AUTHORITY. ALL DEVICES WITHIN THE

HUBS PARAMETER OF INFLUENCE SHALL BE PART OF A SINGLE POINT GROUNDING

SYSTEM.

VIBRATORY ROLLERS SHALL NOT BE ALLOWED FOR COMPACTION OPERATIONS OF

PAVEMENT, SOILS, ETC. ABOVE FIBER OPTIC CABLES (AT&T, MCI WORLD COM, CFX

FIBER OPTIC, ETC). THE LOCATION OF ALL PROPOSED EQUIPMENT TO BE INSTALLED

SHALL BE CONSIDERED TO BE APPROXIMATE. CAMERA POLE LOCATIONS SHOWN ON

PLANS WHICH ARE IN CONFLICT WITH LIGHTING, UTILITIES, DRIVEWAYS, WHEELCHAIR

RAMP, ETC. MAY BE ADJUSTED SLIGHTLY(+/- 5') AS DIRECTED BY THE CONSTRUCTION

ENGINEER. THE ENGINEER OF RECORD MUST APPROVE EXTREME LOCATION CHANGES.

23.

24.

ALL OF THE GENERAL NOTES FOR THE CONTRACT CONSTRUCTION DOCUMENT SET WILL

APPLY TO THIS PLAN SET.

32.

33.

THE CONTRACTOR SHALL MAINTAIN THE EXISTING FIBER OPTIC NETWORK WITHIN THE

LIMITS OF CONSTRUCTION. AT NO TIME SHALL THERE BE ANY LOSS OF COMMUNICATIONS

OR DATA ALONG THE CFX FIBER OPTIC NETWORK. ANY CONSTRUCTION ACTIVITIES

WITHIN TEN FEET OF THE FIBER OPTIC NETWORK SHALL BE PERFORMED ON ONE SIDE

OF THE ROAD AT A TIME. THE CONTRACTOR SHALL REVIEW SPECIFICATION 631 FOR

OTHER FON PRESERVATION DETAILS.

THE CONTRACTOR SHALL ACQUIRE ALL PERMITS BY OTHER AGENCIES FOR INSTALLATION

OF INFRASTRUCTURE NOT ON CFX FACILITIES. NO ADDITIONAL TIME OR MONEY WILL BE

ALLOTTED.

MAINTENANCE OF TRAFFIC:

A.

B.

C.

D.

E.

F.

G.

CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE AUTHORITY FOR

APPROVAL WHICH CONSISTS OF UNMODIFIED FDOT DESIGN STANDARDS (600

SERIES); OTHERWISE THE CONTRACTOR MUST PROVIDE A TRAFFIC CONTROL PLAN

WHICH IS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER, REGISTERED IN

THE STATE OF FLORIDA. ONCE APPROVED BY THE AUTHORITY, THE TRAFFIC

CONTROL PLAN MUST BE IN PLACE PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION ACTIVITIES. ALL COSTS ASSOCIATED WITH THE MAINTENANCE OF

TRAFFIC SHALL BE INCLUDED IN PAY ITEM 102-1 MAINTENANCE OF TRAFFIC (LUMP

SUM).

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH FDOT DESIGN STANDARDS,

INDEX 600 SERIES.

LANE WIDTH SHALL NOT BE LESS THAN 11 FEET. LANES SHALL BE PROPERLY

DELINEATED DURING ALL PHASES OF CONSTRUCTION.

THE FOLLOWING REGULATORY SPEED LIMITS SHALL BE MAINTAINED DURING

CONSTRUCTION:

SR 408 (EAST-WEST EXPRESSWAY) 55 MPH TO 65 MPH

SR 528 (MARTIN ANDERSEN BEACHLINE EXPRESSWAY) 55 MPH TO 70 MPH

SR 417 (CENTRAL FLORIDA GREENEWAY) 70 MPH

SR 429 (DANIEL WEBSTER WESTERN BELTWAY) 70 MPH

SR 451 (WESTERN EXPRESSWAY EXTENSION) 45 MPH TO 65 MPH

SR 414 (MAITLAND BOULEVARD EXTENSION) 65 MPH

FOR ADDITIONAL SIGN INFORMATION, INCLUDING SIZES, REFER TO STANDARD

HIGHWAY SIGNS MANUAL SPECIFIED IN THE MUTCD

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A LAW ENFORCEMENT

OFFICER DURING ALL LANE CLOSURE OPERATIONS AND DURING ALL NIGHT

OPERATIONS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL UNUSED BARRICADES,

SIGNS, AND/OR WARNING DEVICES TO THE APPROPRIATE STORAGE FACILITY UPON

COMPLETION OF THEIR USE FOR THE DESIGNED TRAFFIC CONTROL OPERATION.

DURING RESTRICTED HOURS OF OPERATION, UNUSED MOT SIGNS MAY REMAIN IN

PLACE, BUT SHALL NOT FACE TRAFFIC AND SHALL BE COMPLETELY COVERED SO

AS NOT TO BE READABLE.

10.

THE WORK CORRIDOR SHALL BE RESTORED TO PRE-WORK CONDITIONS.

ALL CONCRETE GUTTERS SHALL BE MAINTAINED OR RESTORED TO PRE-WORK

CONDITIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING

ROADWAY LIGHTING CONDUIT PRIOR TO INSTALLATION OF CAMERA POLE FOUNDATIONS.

FOR ALL OVERHEAD SIGN STRUCTURES, THE CONTRACTOR SHALL EXERCISE ALL

APPROPRIATE SAFETY MEASURES WHEN WORKING IN OR AROUND THESE AREAS.

CAUTION SHALL BE TAKEN IN RESPECT TO MAINTAINING THE POWER FEED AND

GROUNDING CIRCUITRY. ALL FEATURES SHALL BE RESTORED TO ORIGINAL PRE-WORK

CONDITIONS.

14.

THE CONTRACTOR SHALL HAND DIG THE FIRST 4' AT EACH POLE INSTALLATION

LOCATION. BACKFILLING AROUND POLE SHALL CONFORM TO SECTION 125 OF THE

STANDARD SPECIFICATIONS.

CONTRACTOR SHALL MAKE SURE THAT ALL NECESSARY PROTECTIVE MEASURES ARE

TAKEN TO SAFEGUARD EXISTING UTILITIES DURING FIBER/EQUIPMENT INSTALLATIONS.

25.

26.

27.

28.

UPON FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL FORWARD A

COMPLETE SET OF AS-BUILT PLANS WITH ALL CHANGES MARKED IN RED TO THE

ENGINEER. THE AS-BUILTS SHALL CONTAIN ACCURATELY DIMENSIONED LOCATIONS FOR

FIBER OPTIC CABLE, PULL BOXES, POWER SERVICES, CONDUITS, STRUCTURES, AND

FIELD COMPONENTS. THE AS-BUILT PLANS SHALL INCLUDE A RECORD OF THE COLOR

DESIGNATIONS OF ALL HDPE CONDUIT USED, AS WELL AS FIBER SPLICING AND PORT

ASSIGNMENTS. THIS SUBMITTAL SHALL BE IN BOTH ELECTRONIC AND PAPER FORMAT.

ALL ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF.

THE LOCATION OF THE CONDUCTORS, CONDUITS, JUNCTION BOXES, SERVICE POINTS,

AND CONTROLLER BOXES ARE DIAGRAMMATIC ONLY AND MAY BE SHIFTED BY THE

ENGINEER TO ACCOMMODATE LOCAL CONDITIONS AND EXISTING UTILITY LOCATIONS.

CONDUIT SHALL BE PLACED WITHIN EXISTING RIGHT-OF-WAY.

THE CONTRACTOR SHALL REFERENCE SIGNING & MARKING PLANS AND COORDINATE

WITH S&PM CONTRACTOR REGARDING LOCATIONS OF PULL BOXES. THE CONTRACTOR

SHALL ALSO COORDINATE WITH FIBER OPTIC CONTRACTOR FOR LOCATION OF MANHOLE

TIE-INS.

H.

I.

THE CONTRACTOR IS ADVISED THAT LANE CLOSURES ARE NOT PERMITTED FROM

6:00 A.M. TO 9:00 P.M. (MONDAY THRU SUNDAY) ON THE S.R. 408 (EAST-WEST

EXPRESSWAY), S.R.528 (MARTIN ANDERSEN BEACHLINE EXPRESSWAY), S.R. 429

(DANIEL WEBSTER WESTERN BELTWAY), S.R. 451 (WESTERN EXPRESSWAY

EXTENSION), AND SR 417 (CENTRAL FLORIDA GREENEWAY) S.R. 414 (MAITLAND

BOULEVARD EXTENSION) MAINLINES AND FROM 5:00 A.M. TO 11:00 P.M. ON THE

RAMPS. IF THE DIRECTOR OF CONSTRUCTION OR HIS DESIGNEE DETERMINES ANY

LANE CLOSURE IS CAUSING EXTENDED TRAFFIC CONGESTION, THE DIRECTOR OF

CONSTRUCTION OR HIS DESIGNEE MAY DIRECT THE CONTRACTOR TO OPEN THE

LANE CLOSURE UNTIL TRAFFIC RETURNS TO AN ACCEPTABLE FLOW. EITHER THE

DIRECTOR OF CONSTRUCTION OR HIS DESIGNEE WILL DETERMINE WHEN THE FLOW

OF TRAFFIC IS ACCEPTABLE.

DELAY COSTS TO THE CONTRACTOR WILL RESULT IF ALL TRAVEL LANES AND

RAMPS ARE NOT OPEN TO TRAFFIC DURING THE TIMES OUTSIDE OF THE

PERMITTED LANE CLOSURE HOURS. THE CONTRACTOR SHALL PLAN OPERATIONS

SUCH THAT ALL EQUIPMENT AND MATERIALS INSTALLED BY THE CONTRACTOR FOR

LANE CLOSURES ARE REMOVED FROM THE CLEAR ZONE AND TRAVEL LANES ARE

REOPENED TO TRAFFIC. FOR MAINLINE AND RAMP CLOSURES THAT OCCUR OUTSIDE

THE PERMITTED LANE CLOSURE HOURS, A LANE RENTAL FEE WILL BE ASSESSED

TO THE CONTRACTOR IN THE AMOUNT OF $1,000 PER LANE/RAMP FOR EACH

MINUTE THAT ANY LANE/RAMP IS NOT OPEN TO TRAFFIC. 16.

ALL ELECTRICAL WORK SHALL MEET ALL REQUIREMENTS OF THE LATEST EDITIONS OF

THE NATIONAL ELECTRICAL CODE, NATIONAL ELECTRIC SAFETY CODE, AND THE STATE

OF FLORIDA D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.

ALL COMPONENTS SHALL BE PROPERLY GROUNDED AND BONDED PER N.E.C.

REQUIREMENTS. IN ADDITION ALL ELECTRICAL CONDUCTOR MATERIALS SHALL MEET THE

SPECIFICATIONS FROM SPECIFICATION 639 IN THE LATEST FLORIDA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS.

29.

30.

31.

ALL SYMBOLS FOR ROADWAY LIGHTING ARE SHOWN FOR REFERENCE ONLY.

THE CONTRACTOR SHALL AVOID AND/OR PROTECT ALL TREES AND ROOTS BY HAND

DIGGING AS NECESSARY. ANY TREES, SHRUBS OR VEGETATION DAMAGED BY THE

CONTRACTOR SHALL BE REPLACED IN KIND AT NO COST TO THE AUTHORITY.

AERIAL PHOTOGRAPHY IN THESE PLANS MAY NOT REPRESENT CURRENT SITE

CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE

PROJECT SITE PRIOR TO BIDDING.

17.

ALL APPLICABLE PROVISIONS OF EXISTING UTILITY EASEMENTS WILL BE ADHERED TO

BY THE CONTRACTOR.

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

GENERAL NOTES (1 OF 3)

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GENERAL NOTES (CONTINUED):

J.

LANE RENTAL FEES WILL BE ASSESSED AND WILL CONTINUE TO ACCRUE UNTIL

SUBJECT LANE/RAMP IS OPEN TO A TRAFFIC FLOW AS RECORDED BY THE

AUTHORITY. THE AUTHORITY SHALL HAVE THE RIGHT TO APPLY AS PAYMENT ON

SUCH FEES ANY MONEY THAT IS DUE TO THE CONTRACTOR BY THE AUTHORITY. AT

THE DISCRETION OF THE DIRECTOR OF CONSTRUCTION AND/OR HIS DESIGNEE,

LANE RENTAL FEES WILL NOT BE CHARGED FOR FAILURE TO OPEN TRAFFIC

LANES/RAMPS IF SUCH CAUSE IS BEYOND THE CONTROL OF THE CONTRACTOR, I.E.

CATASTROPHIC EVENTS, AND ACCIDENTS NOT RELATED OR CAUSED BY THE

CONTRACTOR'S OPERATIONS.

K.

H.

I.

THE CONTRACTOR SHALL OPEN A TICKET WITH CAROUSEL INDUSTRIES PRIOR TO

BEGINNING ANY WORK, AND CONTACT CAROUSEL INDUSTRIES TO CLOSE TICKET

AFTER THE WORK IS COMPLETE, AS CURRENTLY INSTRUCTED IN THE FON UTILITY

WORK PROCEDURE. IN ADDITION TO THIS PROCEDURE, CAROUSEL INDUSTRIES

SHALL VERIFY THAT ALL ROUTER ALARMS HAVE CLEARED.

ALL WORK INVOLVING THE SPLICING OR TESTING OF LIVE FIBERS IS TO BE

PERFORMED OUTSIDE OF NORMAL BUSINESS HOURS (7AM-6PM MONDAY-FRIDAY)

UNLESS APPROVED BY THE AUTHORITY.

CONTRACTOR SHALL COORDINATE WITH TOLL PLAZA MANAGERS 72 HOURS PRIOR TO

PERFORMING ANY WORK WITHIN 2,000 FEET OF A TOLL PLAZA.

36.

CABINET EQUIPMENT IS NOT TO BE STACKED. THE WIRING DIAGRAMS SHOW BLOCKS ON

TOP OF ONE ANOTHER FOR CLARITY ONLY.

L.

14.

ALL HARDWARE AND BRACKETS ASSOCIATED WITH BRIDGE-MOUNTED BRFG SHALL BE

INCIDENTAL TO THE COST OF BRFG.

15.

ALL HDPE CONDUIT SHALL BE SMOOTH WALL AND HAVE A RATING OF SDR-11 OR

THICKER. ALL PVC CONDUIT SHALL BE RATED SCHEDULE 40 OR THICKER.

PULL BOX:

1.

EACH FIBER OPTIC PULL BOX SHALL INCLUDE A MINIMUM OF 20 LINEAR FEET OF

GROUNDING ELECTRODE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS

SECTION 620 AND SHALL MEET A MEASURED RESISTANCE OF 25 OHMS OR LESS. IF 25

OHMS OR LESS IS NOT OBTAINED WITH THE INITIAL 20 LINEAR FEET OF GROUNDING

ELECTRODE, THEN ADDITIONAL GROUNDING ELECTRODE OR A GROUNDING ARRAY SHALL

BE INSTALLED UNTIL MEASURED RESISTANCE OF 25 OHMS OR LESS IS ACHIEVED.

AUTHORITY PROPERTY AFFECTED BY THE CONSTRUCTION WORK SHALL BE

RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING

PRE-CONSTRUCTION CONDITION UNLESS SPECIFICALLY EXEMPT IN THE PLANS.

COST SHALL BE INCIDENTAL TO OTHER CONSTRUCTION.

37.

FIBER OPTIC MANHOLE SPACING:

THE SPACING BETWEEN FIBER OPTIC MANHOLES (FOMH) INSTALLED IN A PAVED

SHOULDER SHALL NOT EXCEED 1500'. SPACING BETWEEN FOMH INSTALLED IN AN

UNPAVED SHOULDER SHALL NOT EXCEED 4000'.

2.

ALL FIBER OPTIC PULL BOXES SHALL HAVE "CFX" STAMPED ON THE COVER AND ALL

POWER PULL BOXES SHALL HAVE "CFX POWER" STAMPED ON THE COVER.

34.

FON UTILITY WORK PROCEDURE:

AN ANS TICKET MUST BE OPENED WITH CAROUSEL INDUSTRIES FOR ALL WORK

PERFORMED IN ANY MANHOLE LOCATED ON THE FIBER OPTIC NETWORK (FON)-NO

EXCEPTIONS.

A.

B.

C.

D.

E.

CALL CAROUSEL INDUSTRIES ANS TO OPEN A NEW TICKET. THE PHONE NUMBER IS

855-303-9119, THEN OPTION 1, THEN OPTION 1.

IDENTIFY YOURSELF AS A CONTRACTOR WORKING FOR THE "CENTRAL FLORIDA

EXPRESSWAY AUTHORITY" (CFX).

PROVIDE YOUR NAME AND CONTACT INFORMATION (INCLUDING PHONE NUMBER).

IDENTIFY THE AREA IN WHICH YOU ARE GOING TO BE WORKING AND WHICH SITES

YOU ANTICIPATE AN ALARM FOR (IDENTIFY BY THE NEAREST MAINLINE PLAZA OR

ON/OFF RAMP OR HEADQUARTERS).

ADVISE THE CAROUSEL INDUSTRIES TECHNICIAN OF THE ESTIMATED TIME FRAME

OF THE BEGINNING AND ENDING OF YOUR WORK.

3.

MAXIMUM PULL BOX SPACING FOR POWER SERVICE ELECTRICAL WIRE SHALL BE 500'.

CONDUIT:

1.

2.

3.

THE BACKBONE FIBER OPTIC CONDUIT NETWORK SHALL BE MAINTAINED AT A CONSTANT

HORIZONTAL AND VERTICAL LOCATION AS SHOWN IN THE ROADWAY CROSS SECTIONS OF

THE ROADWAY PLANS, DRAINAGE PLANS, STRUCTURE PLANS AND OTHER PLAN

COMPONENTS OF THIS PROJECT.

DMS:

1.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF EXISTING

ROADWAY LIGHTING AND OTHER CFX CONDUIT PRIOR TO INSTALLATION OF DMS

STRUCTURE FOUNDATIONS.

ALL FIBER OPTIC CONDUIT SHALL HAVE AN "CFX FIBER OPTIC CABLE BURIED BELOW"

WARNING TAPE CONTINUOUSLY RUN IN THE TRENCH 18" BELOW GRADE. IN ADDITION,

RAISED MARKERS INDICATING F.O. CABLE BURIED BELOW SHALL BE INSTALLED AT

EACH MANHOLE ALONG THE FIBER ROUTE AND AT ANY TURNS IN THE CONDUIT RUN.

CONDUIT RUN SHALL NOT EXCEED 270° OF BENDS BETWEEN MANHOLES OR JUNCTION

BOXES.

2.

IN AREAS WHERE DIMENSIONS ARE NOT PROVIDED ON THE PLANS OR WHERE THE

EXISTING MONUMENTS HAVE BEEN OBLITERATED THE CONTRACTOR SHALL ESTABLISH,

STAKE AND PAINT DMS LOCATIONS WITH THE USE OF A FLORIDA REGISTERED LAND

SURVEYOR. IF, DURING THE CONSTRUCTION PROCESS, THE STAKES AND/OR PAINTED

MARKS ARE OBLITERATED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE

DMS LOCATIONS RE-ESTABLISHED BY A FLORIDA REGISTERED LAND SURVEYOR. NO

ADDITIONAL PAYMENT WILL BE ALLOWED.

4.

THE BLUE HDPE CONDUIT ENTERING A PROPOSED FIBER OPTIC MANHOLE

(FOMH)SHOULD CONNECT TO THE BLUE 1" CONDUITS LOCATED INSIDE THE 4" STUBOUT.

A 4" DUCT ORGANIZER IS REQUIRED FOR CONDUIT ENTRY INTO THE MANHOLES. LEAVE

MINIMUM OF 100 FEET OF CABLE SLACK INSIDE FOMH BEFORE ENTERING THE

EXISTING FIBER OPTIC BACKBONE.

3.

DCS EQUIPMENT IS NOT TO UTILIZE THE GFCI RECEPTACLE FOR POWERING EQUIPMENT.

THE CONTRACTOR SHALL POWER THE DCS EQUIPMENT FROM A CONTRACTOR FURNISHED

UPS CONNECTED TO THE EXISTING "AUX" CIRCUIT OUTLET AS SHOWN IN THE BLOCK

DIAGRAMS.

F.

ASK THE CAROUSEL INDUSTRIES TECHNICIAN FOR A REMEDY TROUBLE TICKET

NUMBER.

5.

ALL HDPE CONDUIT CONNECTIONS SHALL BE JOINED WITH ELECTROFUSION COUPLE.

4.

THE FIBER OPTIC LOCATE WIRE IS NOT TO BE RUN INTO THE CABINET OR DMS

HOUSING.

G.

ONCE WORK IS COMPLETE, CALL BACK IN AND REFERENCE THE REMEDY TROUBLE

TICKET NUMBER RECEIVED EARLIER AND ADVISE THE CAROUSEL INDUSTRIES

TECHNICIAN THAT WORK HAS BEEN COMPLETED. BE SURE TO ASK THE

TECHNICIAN IF ALL ALARMS ASSOCIATED WITH THE TICKET ARE CLEAR. IF ALL

ALARMS ARE CLEAR, ADVISE THE TECHNICIAN IT IS OK TO CLEAR THE TROUBLE

TICKET. IF ALARMS REMAIN, ADVISE CEI IMMEDIATELY AND WORK TO RESOLVE

THE ISSUE.

6.

7.

ALL EMPTY POWER CONDUITS SHALL BE CAPPED AND FURNISHED WITH A PULL STRING

FOR FUTURE USE. THE YELLOW AND WHITE COMMUNICATIONS CONDUIT SHALL BE

FURNISHED WITH A PULL STRING FOR FUTURE USE.

MINIMUM REQUIRED CONDUIT BURY DEPTHS SHALL BE MAINTAINED WHERE CONFLICTS

OCCUR WITH DRAINAGE OR OTHER UTILITIES PER THESE PLANS.

5.

6.

CONTRACTOR TO COORDINATE WITH LIGHTING AND SIGNING CONTRACTOR REGARDING

FINAL LOCATION OF DMS EQUIPMENT.

THE GALVANIZED RIGID STEEL CONDUITS TO BE LOCATED ON EACH OF THE OVERHEAD

SIGN AND 1

1

2

" FOR THE SIGNAL.

8.

IN ACCORDANCE WITH N.E.C. IDENTIFY ALL CIRCUITS AND EQUIPMENT WITH "LAMICOID

TAGS".

FIBER OPTIC CABLE:

35.

FON UTILITY WORK GUIDELINES:

A.

B.

NO CONTRACTOR SHALL BE PERMITTED TO ENTER THE MAINLINE OR RAMP PLAZAS

WITHOUT PRIOR APPROVAL FROM THE AUTHORITY.

NO CONTRACTOR SHALL BE PERMITTED TO MOVE ANY PATCH PANEL CONNECTIONS

UNLESS INDICATED ON THE PLANS OR WITHOUT PRIOR APPROVAL. ANY PATCH

PANEL CHANGES SHALL BE DOCUMENTED IN WRITING.

9.

THE TONE WIRE FOR THE CCTV, DCS AND DMS FIBER OPTIC CONDUIT RUNS SHALL BE

CONNECTED TO THE GROUNDING SYSTEM IN THE FIBER OPTIC MANHOLE AND 2 FEET OF

TONE WIRE SHALL BE COILED IN THE FIBER OPTIC PULL BOX AT THE DEVICE

LOCATION. THE TONE WIRE FOR THE 9-1" BACKBONE FON CONDUIT SHALL BE SPLICED

CONTINUOUS IN THE FIBER OPTIC MANHOLES. SPLICING THE TONE WIRE FOR THE CCTV,

DCS OR DMS TO THE BACKBONE TONE WIRE WILL NOT BE PERMITTED.

1.

THE FIBER OPTIC CABLE INSTALLATION TECHNIQUES AND PROCEDURES SHALL BE AS

SPECIFIED BY THE CABLE MANUFACTURER AND SHALL BE SUCH THAT THE OPTICAL

AND MECHANICAL CHARACTERISTICS OF THE CABLES ARE NOT DEGRADED AT THE TIME

OF INSTALLATION. THE CENTRAL STRENGTH MEMBER AND ARAMID YARN SHALL BE

ATTACHED DIRECTLY TO THE PULLING EYE DURING CABLE PULLING. "BASKET GRIP" OR

"CHINESE FINGER" TYPE ATTACHMENTS TO THE CABLE OUTER TENSILE RATING SHALL

BE USED ON ALL PULLS.

C.

FOR ALL WORK INVOLVING THE DISRUPTION OF LIVE NETWORK TRAFFIC, THE

CONTRACTOR SHALL PROVIDE A HIGH LEVEL OF METHOD OF PROCEDURE (MOP) AT

LEAST ONE (1) WEEK IN ADVANCE OF THE PRE-SPLICING MEETING. THIS MOP

MUST BE REVIEWED AND APPROVED PRIOR TO BEGINNING WORK. PAYMENT FOR

THIS WORK SHALL BE INCIDENTAL TO FIBER OPTIC SPLICING PAY ITEMS.

10.

ALL NEW UNDERGROUND CONDUIT SHALL BE PROPERLY SEALED AT BOTH ENDS WITH

AUTHORITY APPROVED DUCT PLUGS TO PREVENT THE ENTRY OF DUST, DIRT OR

MOISTURE.

2.

3.

ALL FIBER OPTIC CABLE INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH

THE MANUFACTURER'S RECOMMENDATIONS AND INDUSTRY STANDARDS.

CONTRACTOR SHALL COORDINATE WITH CFX REPRESENTATIVE PRIOR TO DISCONNECTING

ANY FIBERS AND ALL FIBER SPLICING.

D.

A PRE-SPLICE MEETING SHALL BE HELD AT LEAST ONE (1) WEEK IN ADVANCE OF

THE PROPOSED SPLICING DATE.

11.

ALL CONDUIT TRENCHES SHALL BE BACKFILLED COMPLETELY TO PROVIDE SAFE

CROSSING BY THE END OF EACH WORKING DAY OR WHENEVER THE WORK ZONE

BECOMES INACTIVE. THE CONTRACTOR SHALL NOT OPEN ANY AREA THAT CANNOT BE

BACKFILLED IN THE SAME DAY/NIGHT OPERATION.

4.

UNDER NO CIRCUMSTANCES SHALL ENERGIZED CABLE BE PLACED IN THE SAME

CONDUIT OR PULL BOX AS FIBER OPTIC CABLE.

E.

F.

G.

DATE

A PRIMARY AND BACKUP EMERGENCY CONTACT SHALL BE PROVIDED AS WELL AS

AN ESCALATION CONTACT BEFORE BEGINNING WORK.

THE CONTRACTOR SHALL VERIFY WITH EITHER THE GEC OR THE CEI THAT THEY

ARE IN POSSESSION OF THE MOST RECENT PLAN UPDATES BEFORE BEGINNING

ANY WORK.

AN AUTHORITY REPRESENTATIVE SHALL BE PRESENT ON-SITE WHEN SPLICING

LIVE FIBER, OR "HOT CUTS", ARE TAKING PLACE.

BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

12.

IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE

TO BE INSTALLED BY JACKING OR TRENCHING. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO EXAMINE JOB SITE CONDITIONS BEFORE SUBMITTING BID

PROPOSALS IN ACCORDANCE WITH SECTION 2-4 OF THE FDOT SPECIFICATIONS. THE

CONTRACTOR SHALL HAND DIG THE FIRST 4' TO VERIFY POSSIBLE UTILITY CONFLICT.

TMS:

1.

EACH TMS SENSOR SHALL READ ONE DIRECTION OF TRAVEL AS INDICATED IN THE

PLANS. THIS SHALL INCLUDE ALL LANES IN THE DIRECTION, THROUGH LANES AND RAMP

LANES (IF APPLICABLE).

2.

WHEN MOUNTING MORE THAN ONE SENSOR PER LOCATION, ENSURE THAT THEY ARE ON

DIFFERENT CHANNELS TO AVOID INTERFERENCE.

13.

MULTIPLE CONDUIT RUNS IN THE SAME TRENCH SHALL BE PAID FOR AS AN

UNDERGROUND CONDUIT RUN. THE COST OF DIRECTIONAL BORE SHALL BE INCIDENTAL

TO THE CONDUIT PAY ITEM NUMBER.

3.

USE TMS MANUFACTURER CABLE AS REQUIRED FROM SENSOR TO CONTROLLER CABINET.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

GENERAL NOTES (2 OF 3)

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PAY ITEM NOTES: POWER CONNECTIONS:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

NO. 603A-100 SEE SECTION 603A OF THE TECHNICAL SPECIFICATIONS FOR

REQUIREMENTS.

NO. 633-121-3 AND NO. 633-121-4. SEE SECTION 633 OF THE TECHNICAL

SPECIFICATIONS FOR REQUIREMENTS.

13.

NO. 700-89-13C. SHALL INCLUDE THE INSTALLATION OF THE OWNER FURNISHED DMS

SIGN WITH ALL ACCOMPANYING AUXILIARIES TO MAKE A FULLY FUNCTIONAL DMS WITH

COMMUNICATIONS TO THE CFX DMS SERVER. THIS ITEM SHALL INCLUDE FURNISHING

AND INSTALLING THE CONDUIT, CONDUCTORS, FIBER SPLICING, TRANSIENT VOLTAGE

SURGE SUPPRESSION, ETC. WITHIN THE SIGN, AND ALL OTHER EQUIPMENT TO MAKE A

FULLY FUNCTIONAL DMS ASSEMBLY PER THE PLANS AND SPECIFICATIONS.

NO. 635-1-11, NO. 635-1-15 AND NO. 635-1-16. SEE SECTION 635 OF THE TECHNICAL

SPECIFICATIONS FOR REQUIREMENTS.

14.

NO. 715-1-113, NO. 715-1-115. SHALL INCLUDE CONDUCTORS AS INDICATED IN THE

PLANS, SPECIFICATIONS, AND THE "ROADWAY AND TRAFFIC DESIGN STANDARDS"

PAYMENT SHALL BE MADE BASED ON LINEAR FEET OF SINGLE CONDUCTOR.

NO. 638-001-0211, NO. 638-341-0211, NO. 638-361-0811, NO. 638-461-0814 & NO.

4230-1. SEE SECTION 638 OF THE TECHNICAL SPECIFICATIONS FOR REQUIREMENTS.

NO. 638-001-0811, NO. 638-001-0812, 638-001-0911, NO. 638-003-0911, NO.

638-161-0811, NO. 638-161-0813, NO. 638-163-0911, NO. 638-361-0811, NO.

638-361-0813, NO. 638-361-0911, NO. 638-461-0814 AND NO. 638-461-0914. PAYMENT

FOR THESE ITEMS SHALL INCLUDE FURNISHING AND INSTALLING AN ADDITIONAL 1"

HDPE CONDUIT AS A DUCT FOR THE TONE WIRE. HDPE CONDUIT SHALL BE CONNECTED

TO FIBER OPTIC MANHOLES ON BOTH ENDS AND SHALL MEET ALL MATERIAL

REQUIREMENTS OF HDPE CONDUIT CONTAINED IN SECTION 638 OF THE TECHNICAL

SPECIFICATIONS.

NO. 639-X-XX . SHALL INCLUDE AND PAY FOR RESPONSIBILITY OF THE CONTRACTOR TO

VERIFY THE REQUIRED DISCONNECTS AND OTHER COMPONENTS NECESSARY FOR AN

ACCEPTABLE INSTALLATION PER THE LATEST DUKE ENERGY AND OUC STANDARDS. THE

POWER SERVICE DETAILS IN THESE PLANS SHOULD BE CONSIDERED THE MINIMUM

REQUIREMENTS AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO

MEET ALL LOCAL REQUIREMENTS FOR A FULLY FUNCTIONAL INSTALLATION (I.E. CIRCUIT

BREAKERS, PHOTO CELLS, ETC.) SHALL BE CONSIDERED INCIDENTAL TO THE COST OF

THIS PAY ITEM.

15.

16.

NO. 639-1-22. EACH POWER SERVICE METER ENCLOSURE SHALL BE CORRECTLY

IDENTIFIED ON THE OUTSIDE FRONT BY A NON-FERROUS METAL OR PLASTIC PLATE PER

DUKE ENERGY OR OUC STANDARDS. THE PLATE SHALL BE RIVETED TO THE METER

ENCLOSURE.

17.

NO. 638-002-0111 AND NO. 715-2-334. SHALL INCLUDE CONDUIT ELBOWS, SWEEPS,

CONNECTING HARDWARE, TRENCHING AND BACK FILL AS INDICATED IN THE PLANS,

SPECIFICATIONS, AND THE "DESIGN STANDARDS". THE LINEAR FOOT PRICE FOR

CONDUIT SHALL ALSO INCLUDE RESTORING CUT PAVEMENT, SOD, & ETC. TO ITS

ORIGINAL CONDITION.

NO. 715-7-11. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CONCRETE

SERVICE POLE, METER BASE, SERVICE POLE INSULATORS, WEATHER HEADS, FUSES,

PANEL BOARD, LIGHTNING PROTECTION ON THE OUTSIDE OF THE ENCLOSURE,

BREAKERS, CONDUIT AND FEEDER CONDUCTORS FROM POWER COMPANY POINT OF

SERVICE TO DMS POWER SERVICE, PULL BOX AND OTHER MISCELLANEOUS HARDWARE

FOR A COMPLETE INSTALLATION AS PER PLANS AND STANDARD INDEX NO. 17504. THIS

LOAD CENTER SHALL NOT INCLUDE A PHOTOCELL SINCE THE POWER SHALL BE

CONTINUOUS FOR THE ITS DEVICES. CONTRACTOR TO INCLUDE ALL FEES FOR

INSPECTION OF CONNECTION OF THE ELECTRICAL SERVICE. DUKE ENERGY OR O.U.C.

WILL PROVIDE THE PAD MOUNTED TRANSFORMER AND METER. THE CONTRACTOR IS

RESPONSIBLE FOR PROVIDING A MINIMUM COVER OF 36 INCHES FOR THE 2" CONDUIT

(WITH PULL STRINGS) FOR SECONDARY SERVICE FEEDER. ALSO, THE CONTRACTOR IS

RESPONSIBLE FOR MAKING SURE THE CABLE ROUTE AND TRANSFORMER PAD LOCATION

ARE AT THE FINAL GRADE & COMPACTION PRIOR TO DUKE ENERGY OR O.U.C. DOING

THEIR WORK.

NO. 715-2-334. THE 1

1

2

" RGS SURFACE MOUNTED CONDUIT WILL HAVE 4 RUNS PER DMS.

NO. 663-74-IXX. SHALL INCLUDE ALL ADDITIONAL COMPONENTS AND ACCESSORIES

NECESSARY TO COMPLETE A FULLY FUNCTIONAL INSTALLATION. THE WIRING DIAGRAMS

ARE CONSIDERED THE MINIMUM REQUIRED EQUIPMENT AND DOES NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY OF COMPLETING A FULLY FUNCTIONAL

INSTALLATION. ALL REQUIRED EQUIPMENT NOT PAID FOR BY A SEPARATE PAY ITEM NO.

SHALL BE INCLUDED IN THIS ITEM.

NO. 663-74-147. SHALL INCLUDE TWO (2) FOUR-CHANNEL READER MODULES AND 7

PAIRS OF ANTENNA IN ONE FOR ONE LANE CONFIGURATION TO ACHIEVE 80%COVERAGE

AS INDICATED IN THE SECTION 663 OF THE TECHNICAL SPECIFICATIONS.

NO. 663-74-343. SHALL INCLUDE THE RELOCATION AND/OR INSTALLATION OF ALL

ADDITIONAL COMPONENTS, CABLING AND ACCESSORIES NECESSARY TO COMPLETE A

FULLY FUNCTIONAL INSTALLATION AS SHOWN IN THESE PLANS. THE WIRING DIAGRAMS

ARE CONSIDERED THE MINIMUM REQUIRED EQUIPMENT AND DOES NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY OF COMPLETING A FULLY FUNCTIONAL

INSTALLATION. ALL REQUIRED EQUIPMENT NOT PAID FOR BY A SEPARATE PAY TIME NO.

SHALL BE INCLUDED IN THIS ITEM.

11.

664-1-XXX SHALL INCLUDE ALL ADDITIONAL COMPONENTS, CABLING, AND ACCESSORIES

NECESSARY TO COMPLETE A FULLY FUNCTIONAL TMS INSTALLATION. THE WIRING

DIAGRAMS ARE CONSIDERED THE MINIMUM REQUIRED EQUIPMENT AND DOES NOT

RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF COMPLETING A FULL

FUNCTIONAL INSTALLATION. ALL REQUIRED EQUIPMENT NOT PAID FOR BY A SEPARATE

PAY ITEM NO. SHALL BE INCLUDED IN THIS ITEM, THIS INCLUDES THE 4' CANTILEVER

ARM AS SHOWN IN THE PLANS. TMS SENSORS SHALL BE MOUNTED PER

MANUFACTURER'S USER GUIDE.

18.

NO. 4210-11, 4210-12 AND NO. 4210-13. SEE SECTION 636 OF THE TECHNICAL

SPECIFICATION FOR REQUIREMENTS.

UTILITIES:

1.

2.

BACKBONE CABLE:

8-1" HDPE CONDUITS WITH 72-STRAND FIBER CABLE IN ORANGE CONDUIT FOR

BACKBONE TRUNK CABLE AND 72-STRAND FIBER CABLE IN BLUE CONDUIT FOR FEEDER

TRUNK CABLE. 1-1" CONDUIT WITH TONE WIRE INSTALLED WITHIN.

FEEDER DROP CABLE:

2-1" BLUE AND ORANGE HDPE CONDUITS W/ 1-12 STRAND FIBER CABLE IN BLUE

CONDUIT FOR FEEDER CABLE

SECONDARY FEEDER CABLE:

2-1" BLUE AND ORANGE HDPE CONDUITS W/ 1-72 STRAND FIBER CABLE IN BLUE

CONDUIT FOR FEEDER

THE CONTRACTOR SHALL NOTIFY THE POWER COMPANY AT LEAST 48 HOURS PRIOR TO

ANY INSTALLATION THAT IS WITHIN 10 FEET OF ENERGIZED ELECTRICAL CONDUCTORS.

THE POWER COMPANY, AT ITS OPTION, SHALL ASSIST THE CFX CONTRACTOR. COVER UP

ENERGIZED CONDUCTORS AT INSTALLATION SITE, OR TAKE OTHER SAFETY

PRECAUTIONS AS NECESSARY. EXTREME CAUTION SHALL BE EXERCISED AT ALL TIMES

MAINTENANCE OF EXISTING FIBER OPTIC NETWORK:

1.

THE CONSTRUCTION CONFLICTS SHOWN IN THE PLANS SHALL BE CONSIDERED THE

MINIMUM NUMBER OF CONFLICTS WHICH CAN BE EXPECTED WITH THE EXISTING FON.

THE CONTRACTOR SHALL DEVELOP A PLAN TO AVOID SUCH CONFLICTS AND MAINTAIN

IN PERFORMANCE OF WORK AROUND THE PRIMARY HIGH VOLTAGE COMPONENTS.

THE LOCATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, ARE APPROXIMATE

AND BASED ON THE INFORMATION FURNISHED TO THE ENGINEER BY THE UTILITY

OWNER(S) AND ARE SHOWN AS NOTICE TO THE CONTRACTOR THAT UNDERGROUND

UTILITIES EXIST. BEFORE EXCAVATING THE CONTRACTOR SHALL NOTIFY THE UTILITY

COMPANY OWNER(S) AND REQUEST THEM TO LOCATE AND STAKE THEIR UNDERGROUND

FACILITIES. UTILITIES ARE TO BE ADJUSTED BY OTHERS AS DIRECTED BY THE

ENGINEER.

1.

COMMUNICATIONS AT ALL TIMES. THIS PLAN SHALL BE SUBMITTED TO THE AUTHORITY

FOR APPROVAL. THE PLAN SHALL INCLUDE SPECIFIC MEANS, METHODS AND QUANTITIES

FOR ALL CONFLICT LOCATIONS.

SPECIAL NOTES:

SECTION 631 OF THE TECHNICAL SPECIAL PROVISIONS ESTABLISHES THE GENERAL

REQUIREMENTS FOR THE PROTECTION AND LOCATION OF THE EXISTING CFX FIBER

OPTIC (FON) NETWORK SYSTEM.

3.

4.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING UNDERGROUND UTILITIES

VERTICALLY AND HORIZONTALLY (VVH) FOR ALL CONDUIT INSTALLATIONS. THE COST FOR

THE VVH'S SHALL BE INCLUDED IN THE COST OF THE CONDUIT. WHEN BORING UNDER

PAVEMENT, THE CONTRACTOR SHALL VERIFY DEPTH BY POT HOLING PRIOR TO SHOOTING

THE BORE. ANY OTHER METHOD MUST BE APPROVED BY THE ENGINEER.

CONTRACTOR SHALL STAKE ALL POLE LOCATIONS AND REQUEST UTILITY COMPANIES TO

LOCATE AND STAKE UNDERGROUND UTILITIES PRIOR TO EXCAVATING.

1.

2.

FIBER CABLE AND CONNECTION DISTRIBUTION:

2.

POWER SUPPLY LOCATIONS HAVE BEEN COORDINATED WITH DUKE ENERGY AND ORLANDO

UTILITIES COMMISSION. IT IS RECOMMENDED THAT THE CONTRACTOR CONTACT EACH

RESPECTIVE POWER COMPANY CONTACT PERSON AS SOON AS POSSIBLE TO ENSURE ALL

POWER SOURCES CAN BE INSTALLED AS SHOWN IN THE PLANS OR IN THE EVENT A

PROPOSED POWER SOURCE IS NOT READILY AVAILABLE.

OUC SERVICE: CONTRACTOR TO RUN UNDERGROUND CONDUIT TO THE BASE OF OUC

POWER POLE AND SET A PULL BOX WITH APPROX. 30' OF ELECTRICAL SERVICE WIRE

COILED INSIDE. THEN INSTALL RIGID CONDUIT UP THE OUC POLE TO A HEIGHT OF 25'

WITH A WEATHER HEAD. CONTRACTOR TO PULL SERVICE WIRE THROUGH CONDUIT AND

COIL EXCESS AROUND WEATHER HEAD. CONTACT OUC CUSTOMER SERVICE AT

407-423-9018 TO REQUEST FINAL CONNECTION.

DUKE ENERGY SERVICE: CONTRACTOR TO RUN UNDERGROUND CONDUIT TO THE BASE OF

PEDESTAL THAT EXISTS OR CONTRACTOR INSTALLS AND SET A PULL BOX WITH APPROX.

10' OF ELECTRICAL SERVICE WIRE COILED INSIDE. CONTACT DUKE ENERGY NEW

CONSTRUCTION AT 800-700-8744 FOR FINAL CONNECTION BY DUKE ENERGY PERSONNEL.

CONNECTIONS TO EXISTING POWER METERS TO BE ACCOMPLISHED PER STATE AND

LOCAL CODES. CONTRACTOR'S ELECTRICIAN TO PRE-EXAMINE EACH SITE TO DETERMINE

THE FEASIBILITY OF CONNECTING TO THE PROPOSED POWER SOURCE. CONNECTIONS

MUST BE MADE THROUGH AN EXISTING OR NEW BREAKER PANEL WITH THE

APPROPRIATE CIRCUIT BREAKER. ALL MATERIALS, EQUIPMENT AND LABOR TO BE

SUPPLIED FOR A COMPLETE CONNECTION AND IS TO BE PAID UNDER PAY ITEM NUMBER

639-1-12 AND 639-1-22.

THE CONTRACTOR SHALL PROCURE THE NECESSARY EQUIPMENT FOR LOCATING THE

EXISTING FON. THIS EQUIPMENT SHALL BE COMPATIBLE WITH THE EXISTING RADIO

DETECTION LINE MANAGEMENT SYSTEM (LMS). THE CONTRACTOR SHALL SUBMIT THE

NAME, MAKE AND MANUFACTURER FOR THE PROPOSED EQUIPMENT FOR APPROVAL.

PAYMENT FOR THIS EQUIPMENT SHALL BE CONSIDERED INCIDENTAL TO ITEM NO. 102-1,

MAINTENANCE OF TRAFFIC. THE CONTRACTOR SHALL SUBMIT A PLAN FOR CFX APPROVAL

WHICH ESTABLISHES THE NEW LMS SYSTEM.

12.

NO. 700-89-12. THE DYNAMIC MESSAGE SIGN SYSTEMS (LED) (1 LINE) FOR THIS

PROJECT ARE TO BE FURNISHED & INSTALLED AS DESCRIBED IN THE SPECIFICATIONS

AND PAID FOR UNDER PAY ITEM 700-89-12, ELECTRICAL POWERED SIGN (CHANGEABLE -

5.

LED). THE PAY ITEM IS TO INCLUDE A POLE MOUNTED MAINTENANCE CABINET,

STEP-DOWN TRANSFORMER, GALVANIZED CONDUITS U-CHANNELS FOR MOUNTING

ELECTRICAL EQUIPMENT, ELECTRICAL SUPPRESSION DEVICES INCLUDING TRANSIENT

VOLTAGE SURGE SUPPRESSION, BREAKER PANELS, WIRING, AND A 6' X 6' CONCRETE PAD

(F & I) AS SHOWN HEREIN. PER SECTION 4.4 AND 4.5 OF THE DMS SPECIFICATIONS,

6.

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ETHERNET SWITCHES, AND

TERMINAL SERVICE, FIBER OPTIC JUMPER CABLES AS NECESSARY.

CONTRACTOR SHALL OBSERVE OSHA CLEARANCE REGULATIONS WHEN WORKING IN CLOSE

PROXIMITY TO OVERHEAD POWER LINES.

CONTRACTOR SHALL LOCATE AND PROTECT EXISTING CFX OWNER FIBER OPTIC CABLES

AND BURIED ELECTRICAL LINES DURING THE INSTALLATION OF NEW CONDUIT AND PULL

BOXES.

3.

4.

5.

THE CONTRACTOR SHALL IDENTIFY AN INDIVIDUAL FROM THE CONTRACTOR'S STAFF OR

SUBCONTRACTOR'S STAFF TO BE RESPONSIBLE FOR THE PROTECTION AND LOCATING OF

THE EXISTING FON DURING THIS CONSTRUCTION PROJECT. QUALIFICATIONS OF THIS

INDIVIDUAL SHALL BE SUBMITTED FOR CFX APPROVAL.

CONTINUOUS OPERATION OF EXISTING ITS DEVICES SHALL BE MAINTAINED

THROUGHOUT CONSTRUCTION, EXCEPT DURING RELOCATION OF DEVICE, AS GOVERNED

BY SECTION 603A.

SECTION 600 OF THE TECHNICAL SPECIFICATIONS ESTABLISHES THE MINIMUM

TECHNICAL QUALIFICATIONS AND CERTIFICATIONS REQUIRED TO WORK ON THE

AUTHORITY'S FIBER OPTIC NETWORK.

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

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GENERAL NOTES (3 OF 3)

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7:50:49 AM

638-463-0914

639-1-22

639-3-11

659-109

663-74-143

663-74-144

663-74-147

663-74-244

663-74-343

663-74-344

663-74-345

663-74-541

663-74-542

664-1-140

664-2-140

664-3-140

664-3-141

668-13

668-16

683-101

683-103

683-103A

101-1

102-1

603A-100

612-100

631-100

631-101

633-121-2

633-121-3

633-121-4

633-141-3

633-141-3A

633-141-3B

633-141-3C

633-141-4

635-1-11

635-1-13

635-1-15

635-1-16

638-001-0211

638-001-0411

638-001-0811

638-001-0812

638-001-0911

638-002-0111

638-002-0113

638-003-0911

638-141-0213

638-160-0011

638-161-0413

638-161-0811

638-161-0813

638-162-0213

638-163-0811

638-163-0911

638-260-0011

638-261-0811

638-341-0211

638-341-0411

638-361-0213

638-361-0811

638-361-0813

638-363-0911

638-461-0814

PAY

ITEM NO.

DESCRIPTION

MOBILIZATION

MAINTENANCE OF TRAFFIC

CONTINUOUS OPERATION OF EXISTING ITS DEVICES

GEOLOCATION OF ITS EQUIPMENT AND INFRASTRUCTURE

FIBER OPTIC CABLE INVENTORY

FIBER OPTIC SPLICE HOUSING INVENTORY

FIBER OPTIC CABLE (12-STRAND FIBER) (F&I)

FIBER OPTIC CABLE (24-STRAND FIBER) (F&I)

FIBER OPTIC CABLE (72-STRAND FIBER) (F&I)

FIBER OPTIC SPLICE ENCLOSURE (72 SPLICE) (F&I)

EXISTING FIBER OPTIC SPLICE ENCLOSURE RE-ENTRY

FIBER OPTIC SPLICE ENCLOSURE (144 SPLICE) (F&I)

FIBER OPTIC SPLICE ENCLOSURE (288 SPLICE) (F&I)

FIBER OPTIC FUSION SPLICE

PULL BOX (F&I)

JUNCTION BOX (SURFACE MOUNTED) (F&I)

SMALL FIBER OPTIC PULL BOX (F&I)

LARGE FIBER OPTIC PULL BOX (F&I)

FIBER OPTIC CONDUIT (2-1" HDPE / SDR 11) (TRENCH OR PLOW)

FIBER OPTIC CONDUIT (4-1" HDPE / SDR 11) (TRENCH OR PLOW)

FIBER OPTIC CONDUIT (8-1" HDPE / SDR 11) (TRENCH OR PLOW)

FIBER OPTIC CONDUIT (8-1" HDPE / SDR 11) TRENCH (IN ASPHALT)

FIBER OPTIC CONDUIT (9-1" HDPE / SDR 11) (TRENCH OR PLOW)

FIBER OPTIC CONDUIT (1-2" HDPE / SDR 11) (TRENCH OR PLOW)

FIBER OPTIC CONDUIT (1-2" HDPE / SDR 11) (DIRECTIONAL BORE)

FIBER OPTIC CONDUIT (8-1" & 1-2"HDPE / SDR 11) (TRENCH OR PLOW)

FIBER OPTIC CONDUIT, 4" HDPE / SDR 11 OUTER DUCT W/ 2-1" HDPE / SDR 11, DIRECTIONAL BORE

FIBER OPTIC CONDUIT, 6" HDPE / SDR 11 SLEEVE (EMPTY CONDUIT) TRENCH OR PLOW

FIBER OPTIC CONDUIT, 6" HDPE / SDR 11 W/4-1" HDPE / SDR 11, DIRECTIONAL BORE

FIBER OPTIC CONDUIT, 6" HDPE / SDR 11 W/8-1" HDPE / SDR 11 (TRENCH OR PLOW)

FIBER OPTIC CONDUIT, 6" HDPE / SDR 11 W/8-1" HDPE / SDR 11, DIRECTIONAL BORE

FIBER OPTIC CONDUIT, 6" HDPE / SDR 11 W/2-2" HDPE / SDR 11, DIRECTIONAL BORE

FIBER OPTIC CONDUIT, 6" HDPE / SDR 11 W/8-1" AND 1-2" HDPE / SDR 11 (TRENCH OR PLOW)

FIBER OPTIC CONDUIT, 6" HDPE / SDR 11 W/8-1" AND 1-2" HDPE / SDR 11 (TRENCH OF PLOW)

FIBER OPTIC, 6" SCHEDULE 40 PVC SPLIT SLEEVE (TRENCH OR PLOW)

FIBER OPTIC, 6" SCHEDULE 40 PVC SPLIT OUTER DUCT W/ 8-1" HDPE / SDR 11, TRENCH OR PLOW

FIBER OPTIC 4" PVC OUTER DUCT W/ CONDUIT 2-1" HDPE / SDR 11, TRENCH

FIBER OPTIC 4" PVC OUTER DUCT W/ CONDUIT 4-1" HDPE / SDR 11, TRENCH

FIBER OPTIC 6" PVC OUTER DUCT W/ CONDUIT 2-1" HDPE / SDR 11, DIRECTIONAL BORE

FIBER OPTIC 6" PVC OUTER DUCT W/ CONDUIT 8-1" HDPE / SDR 11, TRENCH

FIBER OPTIC 6" PVC OUTER DUCT W/ CONDUIT 8-1" HDPE / SDR 11, DIRECTIONAL BORE

FIBER OPTIC 6" PVC OUTER DUCT W/ CONDUIT 8-1" & 1-2" HDPE / SDR 11, TRENCH

FIBER OPTIC 6" BRFG BULLET-RESISTIVE FIBERGLASS OUTER DUCT

W/ CONDUIT 8-1" HDPE / SDR 11, INSTALL ON BRIDGE

FIBER OPTIC 6" BRFG BULLET-RESISTIVE FIBERGLASS OUTER DUCT

W/ CONDUIT (8-1" & 1-2"HDPE / SDR 11) (INSTALL ON BRIDGE)

ELECTRICAL POWER SERVICE ASSEMBLY (F&I)

ELECTRICAL SERVICE DISCONNECT (F&I) (POLE)

SYSTEMS AUXILIARIES (F&I) (CONCRETE PEDESTAL, TYPE 11)

DCS FIELD EQUIPMENT 3 LANES (F&I)

DCS FIELD EQUIPMENT 4 LANES (F&I)

DCS FIELD EQUIPMENT 7 LANES (F&I)

DCS SPARE PARTS KIT (FURNISH ONLY)

DCS FIELD EQUIPMENT 3 LANES (RELOCATE)

DCS FIELD EQUIPMENT 4 LANES (RELOCATE)

DCS FIELD EQUIPMENT 5 LANES (RELOCATE)

DCS FIELD EQUIPMENT, 1 ADDITIONAL LANE OF COVERAGE (F&I)

DCS FIELD EQUIPMENT, 2 ADDITIONAL LANES OF COVERAGE (F&I)

TRAFFIC MONITORING STATION - POLE MOUNTED (F&I)

TRAFFIC MONITORING STATION - TRUSS MOUNTED (F&I)

TRAFFIC MONITORING STATION (30' POLE) (F&I)

TRAFFIC MONITORING STATION (40' POLE) (F&I)

TYPE 170 CABINET (POLE MOUNTED) (F&I)

TYPE 170 CABINET (BASE MOUNTED) (F&I)

ETHERNET SWITCH (F&I)

TERMINAL SERVER (F&I)

MEDIA CONVERTER (F&I)

TABULATION OF QUANTITIES

LF

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

AS

EA

EA

EA

EA

EA

EA

UNIT

SHEET NUMBERS

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

TOTAL

THIS

SHEET

FINAL

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

EA

EA

LF

LF

LF

EA

EA

EA

EA

EA

EA

EA

EA

LF

LF

LS

LS

LS

LS

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

LF

GRAND

TOTAL

PLAN FINAL

REF.

SHEET

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:49 AM

TABULATION OF QUANTITIES

(1 OF 3)

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685-101

685-101A

685-102

685-201

685-201A

685-202

686-101

686-103

686-104

686-105

686-105A

686-301

686-303

686-405

686-405A

700-89-12

700-89-12SP

700-89-13C

700-89-13G

700-89-13G-SP

700-89-13H

700-89-13H-SP

715-1-113

715-1-114

715-1-115

715-1-116

715-2-115

715-2-116

715-2-334

715-7-11

783-8-1

4210-11

4210-12

4210-13

4210-60

4230-1A

4230-1B

4230-2

PAY

ITEM NO.

DESCRIPTION

UNINTERRUPTIBLE POWER SUPPLY (F&I)

REMOTE POWER MANAGER / ENVIRONMENTAL SENSOR (F&I)

COMMUNICATION RACK INSTALLATION (F&I)

UNINTERRUPTIBLE POWER SUPPLY (FURNISH)

REMOTE POWER MANAGER / ENVIRONMENTAL SENSOR (FURNISH)

COMMUNICATION RACK INSTALLATION (FURNISH)

CCTV FIELD ASSEMBLY (F&I)

VIDEO ENCODER (F&I)

CCTV MAINTENANCE UNIT (F&I)

CAMERA LOWERING SYSTEM (50' POLE) (F&I)

CAMERA LOWERING SYSTEM (80' POLE) (F&I)

CCTV FIELD ASSEMBLY (RELOCATE)

CCTV EQUIPMENT ENCODER (RELOCATE)

SYSTEM AUXILIARIES (RELOCATE) (CCTV CAMERA ASSEMBLY)

CAMERA LOWERING SYSTEM (80 FOOT POLE) (RELOCATE)

DYNAMIC MESSAGE SIGN SYSTEM (LED) (I LINE) (F&I)

DYNAMIC MESSAGE SIGN SYSTEM (LED) (I LINE) (SPARE PARTS KIT)

DYNAMIC MESSAGE SIGN SYSTEM (LED) (3 LINE)

FULL COLOR DYNAMIC MESSAGE SIGN SYSTEM (LED) (3 LINE) (FRONT ACCESS) (F&I)

FULL COLOR DYNAMIC MESSAGE SIGN SYSTEM (LED) (3 LINE) (FRONT ACCESS) (SPARE PARTS KIT)

FULL COLOR DYNAMIC MESSAGE SIGN SYSTEM (LED) (3 LINE) (F&I)

FULL COLOR DYNAMIC MESSAGE SIGN SYSTEM (LED) (3 LINE) (SPARE PARTS KIT)

CONDUCTORS (F&I) (INSULATED) (NO. 6)

CONDUCTORS (F&I) (INSULATED) (NO. 4)

CONDUCTORS (F&I) (INSULATED) (NO. 2)

CONDUCTORS (F&I) (INSULATED) (NO. 1)

CONDUIT (F&I) (UNDERGROUND) (2" SCH 40 PVC)

CONDUIT (F&I) (UNDERGROUND) (3" SCH 40 PVC)

CONDUIT (F&I - SURFACE MOUNT) (RGS) (1 ")

LOAD CENTER (FURNISH AND INSTALL) (SECONDARY VOLTAGE)

TRAFFIC MONITORING STATION COMPOSITE CABLE

4'X4'X4' CONCRETE MANHOLE (F&I)

4'X6.5'X6.5' CONCRETE MANHOLE (F&I)

4'X6.5'X6.5' CONCRETE MANHOLE (DOGHOUSE) (F&I)

CONCRETE MANHOLE (REMOVE)

TUBULAR ROUTE MARKER (FIBER)

TUBULAR ROUTE MARKER (POWER)

RADIODETECTION SIDE LEG TERMINATOR (SLT) PN10/444150322 (F&I)

TABULATION OF QUANTITIES

UNIT

SHEET NUMBERS

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

TOTAL

THIS

SHEET

FINAL

LF

LF

EA

LF

LF

LF

LF

LF

EA

EA

EA

EA

EA

EA

EA

LF

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

EA

GRAND

TOTAL

PLAN FINAL

REF.

SHEET

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:50 AM

TABULATION OF QUANTITIES

(2 OF 3)

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633-121-2T

633-121-4T

633-121-5T

633-141-3T

633-141-4T

635-1-15T

635-1-16T

638-001-0111T

638-001-0812

638-001-0911

638-002-0111T

638-003-0911

638-140-0011T

638-141-0213T

638-143-0211T

638-143-0213T

638-240-0011T

638-260-0011T

4210-11T

4210-12T

4210-13T

PAY

ITEM NO.

DESCRIPTION

TEMPORARY FIBER OPTIC CABLE (SINGLE MODE, 12-STRAND FIBER) (F&I)

TEMPORARY FIBER OPTIC CABLE (SINGLE MODE, 72-STRAND FIBER) (F&I)

TEMPORARY FIBER OPTIC CABLE (SINGLE MODE, 144-STRAND FIBER) (F&I)

TEMPORARY FIBER OPTIC SPLICE ENCLOSURE

TEMPORARY FIBER OPTIC SPLICE

TEMPORARY SMALL FIBER OPTIC PULL BOX (F&I)

TEMPORARY LARGE FIBER OPTIC PULL BOX (F&I)

TEMPORARY FIBER OPTIC CONDUIT (1-1" HDPE / SDR 11) (TRENCH OR PLOW)

FIBER OPTIC CONDUIT (8-1" HDPE / SDR 11) (IN ASPHALT)

FIBER OPTIC CONDUIT (9-1" HDPE / SDR 11) (TRENCH OR PLOW)

TEMPORARY FIBER OPTIC CONDUIT (1-2" HDPE / SDR 11) (TRENCH OR PLOW)

FIBER OPTIC CONDUIT (8-1" HDPE / SDR 11 AND 1-2" HDPE / SDR 11) (TRENCH OR PLOW)

TEMPORARY FIBER OPTIC, 4" HDPE / SDR 11 SLEEEVE (EMPTY CONDUIT) TRENCH OR PLOW

TEMPORARY FIBER OPTIC CONDUIT, 4" HDPE / SDR 11 W/2-1" HDPE / SDR 11 DIRECTIONAL BORE

TEMPORARY FO CONDUIT, 4" HDPE / SDR 11 W/ 1-1" AND 1-2" HDPE / SDR 11, TRENCH OR PLOW

TEMPORARY FO CONDUIT, 4" HDPE / SDR 11 W/ 1-1" AND 1-2" HDPE / SDR 11, DIRECTIONAL BORE

TEMPORARY FIBER OPTIC, 4" SCHEDULE 40 PVC SPLIT SLEEVE (TRENCH OR PLOW)

TEMPORARY FIBER OPTIC, 6" SCHEDULE 40 PVC SPLIT SLEEVE (TRENCH OR PLOW)

TEMPORARY FIBER OPTIC MANHOLE (4'X4'X4') (F&I)

TEMPORARY 4'X6.5'X6.5' CONCRETE MANHOLE (F&I)

TEMPORARY DOGHOUSE FIBER OPTIC MANHOLE (4'X6.5'X6.5') (F&I)

TABULATION OF QUANTITIES

UNIT

SHEET NUMBERS

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

TOTAL

THIS

SHEET

FINAL

LF

LF

LF

LF

LF

LF

EA

EA

EA

EA

EA

EA

LF

LF

LF

LF

EA

LF

LF

LF

LF

GRAND

TOTAL

PLAN FINAL

REF.

SHEET

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:50 AM

TABULATION OF QUANTITIES

(3 OF 3)

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UTILITY CONTACTS

UTILITY LOCATES PROVIDED BY NO-CUTS

AT&T CORP. (PEA)

BELL SOUTH TELECOMMUNICATIONS

BRIGHT HOUSE CABLE

FLORIDA GAS TRANSMISSION

FLORIDA POWER & LIGHT

MCI WORLDCOM

ORANGE COUNTY UTILITIES

CITY OF ORLANDO WASTEWATER

CFX (FIBER)

ORLANDO UTILITIES COMMISSION - ELECTRIC

ORLANDO UTILITIES COMMISSION - WATER

DUKE ENERGY (TRANSMISSION)

DUKE ENERGY (DISTRIBUTION)

SPRINT-FLORIDA, INC.

TECO-PEOPLES GAS

1-800-432-4770

BILL HAMM

JIM FARRELL

MARVIN USRY

JOE SANCHEZ

NOEL REESE

TIM COLE

ANDRES SALCEDO

CHUCK MILLER

WILLIAM COLLINS

VINCENT MONTGOMERY

KEITH BROWNING

JORGE OVIEDO

JOEL CHATHAM

RICHARD KENNEDY

BRUCE STOUT

407-248-3445

407-273-5084

407-532-8509

407-838-7171

305-552-3249

407-841-4226

407-836-7200

407-246-3232

407-690-5000

407-384-4172

407-423-9100

407-942-9286

407-942-9640

407-830-3404

407-420-2678

OTHER CONTACTS

ORANGE COUNTY TRAFFIC ENGINEERING

1-407-836-7890

ABBREVIATIONS

BRFG = BULLET RESISTIVE FIBERGLASS OUTER DUCT

BSP = BLACK STEEL PIPE POLYETHYLENE CONDUIT

DCS = DATA COLLECTION SENSOR

DMS = DYNAMIC MESSAGE SIGN

FO = FIBER OPTIC

FOMH = FIBER OPTIC MANHOLE

PVC = POLYVINYL CHLORIDE OUTER DUCT

E/W = EQUIPPED WITH

SDR = SIZE DIMENSION RATIO

COND.1 = CONDITION 1 CROSSING (SEE FIBER OPTIC TRENCHING DETAILS)

COND.2 = CONDITION 2 CROSSING (SEE FIBER OPTIC TRENCHING DETAILS)

TMS = TRAFFIC MONITORING STATION

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

LEGEND

PROPOSED UNDERGROUND SPARE POWER

2" SCHEDULE 40 P.V.C UNDERGROUND CONDUIT

WITH AWG THWN STRANDED COPPER CIRCUIT

INSULATED CONDUCTORS INSIDE (CONDUCTOR

AND GROUND WIRE SIZES SHOWN ON DETAIL

SHEETS) AND INSULATED GREEN STRANDED CU

BOND WIRE CONNECTING ALL ITEMS.

PROPOSED UNDERGROUND SPARE CONDUIT

2" SCHEDULE 40 PVC UNDERGROUND CONDUIT

WITH PULL STRING.

1-4" SCHEDULE 40 PVC WITH

PROPOSED 2-1" FIBER OPTIC

HDPE CONDUIT - SDR 11.

POLE MOUNTED CABINET AND

ANCILLARY ELECTRICAL EQUIPMENT.

SEE FO-XX AND FO-XX FOR DETAILS.

CABINET TO BE SIZED BY CONTRACTOR.

PROPOSED POINT OF ELECTRICAL SERVICE

PROPOSED DMS ELECTRICAL SERVICE

EQUIPMENT ON H-FRAME SUPPORT WITH

CONCRETE PAD.

PROPOSED PULL BOX

(SEE INDEX 17503 DESIGN STANDARDS

BOOKLET) PULL BOX COVER SHALL

HAVE DMS LOGO.

OVERHEAD SIGN TRUSS AND STATIC

SIGN PANELS TO BE INSTALLED BY

SIGNING AND MARKING CONTRACTOR

AS PART OF THE SIGNING AND

PAVEMENT MARKING PLAN SET.

EXISTING POLE MOUNTED CABINET & CAMERA W/

LOWERING SYSTEM ON STEEL POLE W/ FOUNDATION

RELOCATED POLE MOUNTED CABINET & CAMERA W/

LOWERING SYSTEM ON STEEL POLE W/ NEW FOUNDATION

EXISTING FIBER OPTIC ROUND PULL BOX

(OPENING 36", BASE 44"x24" DEEP)

PROPOSED FIBER OPTIC ROUND PULL BOX

(OPENING 36", BASE 44"x24" DEEP)

EXISTING PULL BOX (13"x24"x12"D)

PULL BOX (13"x24"x12"D)

EXISTING FIBER OPTIC PULL BOX (17"x30"x12"D)

FIBER OPTIC PULL BOX (17"x30"x12"D)

EXISTING CONCRETE PEDESTAL FOR POWER SERVICE.

PROPOSED CONCRETE PEDESTAL

FOR POWER SERVICE. SEE FO-67 FOR DETAILS

EXISTING FIBER OPTIC MANHOLE

FIBER OPTIC MANHOLE (4'x4'x4')

FIBER OPTIC MANHOLE (4'x6.5'x6.5')

FIBER OPTIC MANHOLE WITH STUB-OUT (4'x4'x4')

FIBER OPTIC MANHOLE WITH STUB-OUT (4'x6.5'x6.5')

6" BLACK STEEL PIPE (BSP) E/W 9-1" HDPE CONDUITS

1-6" BULLET RESISTIVE FIBERGLASS (BRFG)

CONDUIT ATTACHED TO BRIDGE E/W HDPE 9-1" CONDUITS

6" PVC, SCHEDULE 40 E/W 9-1" HDPE

2-1" HDPE CONDUITS (FEEDER)

9-1" HDPE CONDUITS (BACKBONE)

EXISTING BLACK STEEL PIPE (BSP)

EXISTING 9-1" HDPE CONDUITS

DATA COLLECTION SENSOR ANTENNA SITE

(# INDICATES NUMBER OF LANES READ, ARROW POINTS IN

DIRECTION OF TRAVEL)

PROPOSED TMS

PROPOSED TMS DETECTION ZONES (SYMBOL SHOULD

BE PLACED OVER EACH LANE DETECTED)

#

FOR INFORMATIONAL PURPOSES ONLY

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CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:51 AM

LEGEND AND

UTILITY CONTACTS

SHEET

NO.

A-7

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_A07_V04.dgn

1

2

WIDTH

OF PAVED

SHOULDER

(5' TYP.)

1

2

WIDTH

OF PAVED

SHOULDER

(5' TYP.)

1

2

WIDTH

OF PAVED

SHOULDER

(4' TYP.)

FIBER OPTIC

NETWORK CABLE

PLANT (9-1" HDPE)

36" TYP.

FIBER OPTIC

NETWORK CABLE

PLANT (9-1" HDPE)

TYPICAL MAINLINE/RAMP SECTION

WITH GUARDRAIL

36" TYP.

36" TYP.

TYPICAL MAINLINE SECTION

FIBER OPTIC

NETWORK CABLE

PLANT (9-1" HDPE)

FUTURE RAMP

FUTURE RAMP

L.A. R/W

L.A. R/W

25'

5' TYP.

5'

FUTURE

GRAVITY

WALL

FUTURE DITCH

OR POND

FIBER OPTIC

NETWORK CABLE

PLANT (9-1" HDPE)

TYPICAL FUTURE RAMP SECTION

WITH FIBER OPTIC NETWORK NEAR L.A. R/W

36" TYP.

FIBER OPTIC NETWORK CABLE

PLANT (9-1" HDPE) WHEN

SEPARATION IS LESS THAN 20'

HDPE MUST BE ENCASED IN

HDPE SDR 11

TYPICAL FUTURE RAMP SECTION WITH GRAVITY

WALL & FIBER OPTIC NETWORK NEAR L.A. R/W

36" TYP.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633 AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

NOTE:

1.

WHEN FIBER OPTIC CONDUIT BANK IS INSTALLED, ONE OF

THE 1" HDPE CONDUIT SHALL BE INSTALLED TO SLEEVE

THE TONE WIRE. 8 HDPE CONDUITS SHALL BE RESERVED

FOR FIBER OPTIC CABLE.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:51 AM

FIBER OPTIC NETWORK

TYPICAL MAINLINE AND

RAMP CROSS SECTIONS

SHEET

NO.

A-8

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_A08_V04.dgn

£ SURVEY

¡ CONST.

1

2

WIDTH

OF PAVED

SHOULDER

(4' TYP.)

1

2

WIDTH

OF PAVED

SHOULDER

(4' TYP.)

GUARD RAIL

SOUNDWALL

PLANTER WALL

NATURAL GROUND

1'

MIN

PLANTER WALL

36" TYP.

36" TYP.

48" TYP.

48" TYP.

BACKBONE FIBER OPTIC

NETWORK CABLE PLANT

(9-1" HDPE W/ 2-72

STRAND FIBER CABLE)

SECONDARY FEEDER

FIBER OPTIC NETWORK

CABLE PLANT (2-1"

HDPE W/1-24 STRAND

FIBER CABLE)

TYPICAL MAINLINE SECTION

WITH SOUND WALLS

BACKBONE FIBER OPTIC

NETWORK CABLE PLANT

(9-1" HDPE W/ 2-72

STRAND FIBER CABLE)

SECONDARY FEEDER

FIBER OPTIC NETWORK

CABLE PLANT

(2-1" HDPE W/ 1-24

STRAND FIBER CABLE)

1'

MIN

£ SURVEY

¡ CONST.

1

2

WIDTH

OF PAVED

SHOULDER

(4' TYP.)

1

2

WIDTH

OF PAVED

SHOULDER

(4' TYP.)

GUARD RAIL

SOUNDWALL

PLANTER WALL

PLANTER WALL

NATURAL GROUND

GUARD RAIL

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633 AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY

36" TYP.

48" TYP.

BACKBONE FIBER OPTIC

NETWORK CABLE PLANT

(9-1" HDPE W/ 2-72

STRAND FIBER CABLE)

SECONDARY FEEDER

FIBER OPTIC NETWORK

CABLE PLANT (2-1"

HDPE W/1-24 STRAND

FIBER CABLE)

DESCRIPTION

36" TYP.

48" TYP.

TYPICAL MAINLINE SECTION

WITHOUT SOUND WALLS

BACKBONE FIBER OPTIC

NETWORK CABLE PLANT

(9-1" HDPE W/ 2-72

STRAND FIBER CABLE)

SECONDARY FEEDER

FIBER OPTIC NETWORK

CABLE PLANT

(2-1" HDPE W/ 1-24

STRAND FIBER CABLE)

NOTE:

1.

WHEN FIBER OPTIC CONDUIT BANK IS INSTALLED, ONE OF

THE 1" HDPE CONDUIT SHALL BE INSTALLED TO SLEEVE

THE TONE WIRE. 8 HDPE CONDUITS SHALL BE RESERVED

FOR FIBER OPTIC CABLE.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

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7:50:52 AM

FIBER OPTIC NETWORK

TYPICAL MAINLINE SECTION

WITH SECONDARY FEEDER

SHEET

NO.

A-9

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_A09_V04.dgn

9-1" - HDPE CONDUITS

WITH 72-STRAND FIBER CABLE IN

ORANGE CONDUIT FOR

BACKBONE TRUNK CABLE AND

72-STRAND FIBER CABLE IN

BLUE CONDUIT FOR FEEDER

TRUNK CABLE

4' FROM FACE

OF GUARDRAIL

TO FACE OF

UPRIGHT

FACE OF WALL

1-2" PVC CONDUIT

FOR ITS POWER

REQUIREMENTS

LEGEND

10' OF 6" HDPE SDR 11

NOTES:

1.

L DET I .

L T

E, ET

L BE

I I

L A

EEDER N

A L

ED N

L T

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633, 635, 636, AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

F.O. MANHOLE IN

SHOULDER (CENTERED)

EDGE OF TRAVEL LANE

10' OF 6"

HDPE SDR 11

4' FROM FACE

OF GUARDRAIL

METAL

LIGHT

POLE

PULL BOX

LIGHT POLE

FOUNDATION

10' OF 6"

HDPE SDR 11

POWER PULL BOX

(13"x24"x12" D)

(500' SPACING TYPICAL)

1-2" PVC CONDUIT FOR

ROADWAY LIGHTING POWER

REQUIREMENTS

(SEE LIGHTING PLANS)

GUARDRAIL

1-4" PVC OUTER DUCT E/W

2-1" BLUE AND ORANGE HDPE

CONDUITS WITH 1-72 STRAND

FIBER CABLE IN BLUE CONDUIT

FOR FEEDER DROP CABLE

CCTV

DRILL SHAFT

F.O. PULL BOX TO BACKBONE

(OPENING 36", BASE 44" x 24" DEEP) (1500' SPACING)

LANDSCAPING (BETWEEN

EDGE OF SHOULDER AND

FACE OF WALL)

SOUNDWALL

3.5'

SHOULDER

GUTTER

1-4" PVC OUTER DUCT E/W

2-1" BLUE AND ORANGE HDPE

CONDUITS WITH 1-72 STRAND

FIBER CABLE IN BLUE CONDUIT

FOR FEEDER DROP CABLE

4' UTILITY

CORRIDOR

F.O. PULL BOX TO BACKBONE

(OPENING 36", BASE 44" x 24" DEEP) (1500' SPACING)

4' FROM FACE OF GUARDRAIL

TO FACE OF CCTV POLE

OR OTHER ITS DEVICE

DEVICE PULL BOX TO CCTV

OR OTHER ITS DEVICE

(17" x 30" x 12")

2-1" HDPE CONDUITS WITH 1-12 STRAND

FIBER CABLE (DEVICE DROP CABLE)

2-1" BLUE AND ORANGE HDPE

CONDUITS WITH 1-24 STRAND

FIBER CABLE IN BLUE CONDUIT

FOR SECONDARY FEEDER CABLE

SR 408 UTILITY CORRIDOR TYPICAL

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

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7:50:52 AM

TYPICAL SR 408

UTILITY CORRIDOR

SHEET

NO.

A-10

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_A10_V04.dgn

FIBER OPTIC ROUTE MARKER POWER ROUTE MARKER

ORANGE CAP

W

B

U

O

P

A

I

R

R

E

T

I

C

N

D

I

I

F C

A

B B N

E

G

R

L

E

BEFORE DIGGING IN THIS

VICINITY CALL TOLL FREE

1-800-432-4770

ORLANDO-ORANGE CO.

CFX

O

W

B

U P

T R

A

I

R

E

I

C

D

N

F C

I

I A

B B N

E

G

R

L

E

BEFORE DIGGING IN THIS

VICINITY CALL TOLL FREE

1-800-432-4770

ORLANDO-ORANGE CO.

CFX

ADHESIVE LABEL

WITH MANHOLE

IDENTIFICATION

NUMBER. IF

APPLICABLE.

ADHESIVE LABEL

(ORANGE - BLACK)

WITH LEGEND TO

BE DETERMINED

BY OWNER.

W

B

U

O

P

A R

I

R

E

T

I

C

N

D

F C

I

I A

N B B

E

G

R

L

E

W

B

U

O

P

A R

I

R

E

T

I

C

N

D

F C

I

I A

N B B

E

G

R

L

E

W

B

U

O

P

A

I

R

R

E

T

I

C

N

D

I

I

F C

A

N B B

E L

G

R E

BEFORE DIGGING IN THIS

VICINITY CALL TOLL FREE

BEFORE DIGGING IN THIS

VICINITY CALL TOLL FREE

BEFORE DIGGING IN THIS

VICINITY CALL TOLL FREE

1-800-432-4770 1-800-432-4770 1-800-432-4770

ORLANDO-ORANGE CO.

ORLANDO-ORANGE CO.

ORLANDO-ORANGE CO.

W

H

I

A G

H

R

N

V

O

I

L

T

N

A

G

G

E

E

R

P

O

W

BEFORE DIGGING IN THIS

VICINITY CALL TOLL FREE

1-800-432-4770

ORLANDO-ORANGE CO.

CFX

W

H

I

A

G

H

R

N

V

O W

P

O

I

T

L

N

A

G

G

E

E

R

BEFORE DIGGING IN THIS

VICINITY CALL TOLL FREE

1-800-432-4770

ORLANDO-ORANGE CO.

CFX

RED CAP

CONTRASTING

BLACK

BACKGROUND

BOX WITH

WHITE LEGEND

W

H

I

A G

H

R

N

V

O

P

O

W

I

T

L

N

A

G

G

E

E

R

W

H

I

A G

H

R

N

V

O

P

O

W

I

L

T

N

A

G

G

E

E

R

W

H

I

A G

H

R

N

V

O

P

O

W

E

I

L

T

N

A

G

G

E

R

BLACK

LEGEND

(TYPICAL)

ADHESIVE

LABEL (RED)

WITH LEGEND TO

BE DETERMINED

BY OWNER.

BEFORE DIGGING IN THIS BEFORE DIGGING IN THIS BEFORE DIGGING IN THIS

VICINITY CALL TOLL FREE VICINITY CALL TOLL FREE VICINITY CALL TOLL FREE

1-800-432-4770 1-800-432-4770 1-800-432-4770

ORLANDO-ORANGE CO.

ORLANDO-ORANGE CO.

ORLANDO-ORANGE CO.

CFX CFX CFX

MATERIAL

THICKNESS .125

ROUTE MARKER LABEL DETAIL

N.T.S

STEEL POST

INSIDE 8'-2#

GREEN

U-CHANNEL

POST

MATERIAL

THICKNESS .125

CFX CFX CFX

ROUTE MARKER LABEL DETAIL

N.T.S

STEEL POST

INSIDE 8'-2#

GREEN

U-CHANNEL

POST

CFX FIBER

SLEEVE (WHITE) SLEEVE (WHITE)

FINISH

GRADE

A A

3"

3 1/2"

8'-2# GREEN

U-CHANNEL POST

DRIVEN 4'-0"

INTO GRADE

FRONT VIEW FRONT VIEW

N.T.S

N.T.S

3"

1/2" BOLT HOLE

NOTES:

1.

2.

ORANGE TAPE WITH BLACK LETTERS

TAPE TO READ: "CFX FIBER OPTIC CABLE BURIED BELOW"

FIBER OPTIC WARNING TAPE DETAIL

N.T.S

TUBULAR MARKER

2 LB STEEL

U-CHANNEL

1/2" BOLT HOLE

(BOTH SIDES)

SECTION A-A

GALV. 1/2 BOLT

N.T.S

1/2" BOLT

SEE DETAIL "B"

THIS DRAWING

1 1/2"

FINISH

GRADE

A

NOTES:

1.

8'-2#/FT. GREEN STEEL U-CHANNEL POST VULCAN UTILITY SIGNS &

PRODUCTS PN 0550145 OR CFX APPROVED EQUAL.

2.

72" H-41-RF TUBULAR ROUTE MARKER VULCAN UTILITY SIGNS & PRODUCTS

PN 0300876 OR CFX APPROVED EQUAL.

3.

ROUTE MARKER WRAP DECAL, BLACK TEXT ON ORANGE BACKGROUND,

VULCAN UTILITY SIGNS & PRODUCTS PN 0900466 OR CFX APPROVED EQUAL.

DETAIL B

N.T.S

A

1/2" BOLT HOLE

3"

3"

TUBULAR MARKER

3 1/2"

FRONT VIEW

N.T.S

8'-2# GREEN

U-CHANNEL POST

DRIVEN 4'-0"

INTO GRADE

FRONT VIEW

N.T.S

2 LB STEEL

U-CHANNEL

1/2" BOLT HOLE

(BOTH SIDES)

SECTION A-A

1/2" BOLT

SEE DETAIL "B"

THIS DRAWING

N.T.S

1 1/2"

GALV. 1/2 BOLT

NOTES:

1.

2.

8'-2#/FT. GREEN STEEL U-CHANNEL POST VULCAN UTILITY SIGNS &

PRODUCTS PN 0550145 OR CFX APPROVED EQUAL.

72" H-41-RF TUBULAR ROUTE MARKER VULCAN UTILITY SIGNS & PRODUCTS

PN 0300876 OR CFX APPROVED EQUAL.

DETAIL B

N.T.S

3.

ROUTE MARKER WRAP DECAL, BLACK TEXT ON RED BACKGROUND, VULCAN

UTILITY SIGNS & PRODUCTS PN 0900466 OR CFX APPROVED EQUAL.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

633 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:53 AM

FIBER OPTIC CABLE

ROUTE MARKER DETAIL

SHEET

NO.

A-11

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_A11_V04.dgn

PAVED SHOULDER

LIME ROCK BASE

STABILIZATION

WARNING TAPE

18"

3"

COMPACTED FILL

NOTES:

1.

2.

3.

9-1" CONDUITS W/ 2-72 COUNT

FOC AND 1-#12 AWG TONE WIRE

TRENCH BACKFILL: COMPACTED TO 100% OF THE MAXIMUM DENSITY AS PER AASHTO T-99.

WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION

THE F.O. CONDUIT SHALL BE INSTALLED SUCH THAT IT MAINTAINS A SUBSTANTIALLY

UNIFORM ALIGNMENT ( +/- 4 INCHES) BOTH HORIZONTALLY AND VERTICALLY RELATIVE TO

THE PAVED SHOULDER AS DETAILED IN THE TYPICAL MAINLINE SECTION.

DETAIL "A"

TYPICAL BEDDING AND TRENCHING DETAIL

NTS

HDPE CONDUITS

36"

MIN.

10 FT

36"

MIN.

NOTES:

PAVED SHOULDER

OBSTRUCTION

LIME ROCK BASE

STABILIZATION

WARNING TAPE

COMPACTED FILL

INSULATED #12 AWG TONE WIRE

IN 1" HDPE CONDUIT

6" HDPE SDR 11 SLEEVE

12" (MIN.)

OBSTRUCTION

CONDITION 1

DETAIL "B"

TYPICAL STEEL SLEEVE TRENCH DETAIL TO CROSS OBSTRUCTION

NTS

INSULATED #12 AWG TONE

WIRE IN 1" HDPE CONDUIT

24" MINIMUM

6" HDPE SDR 11 SLEEVE

CONDITION 2

12" (MIN)

AUTHORITY

F.O. CONDUIT

(9-1" HDPE)

AUTHORITY

F.O. CONDUIT

(9-1" HDPE)

USE SCHEDULE 40 PVC

SPLIT SLEEVE @ PROPOSED

STORM DRAIN PIPE OR

UTILITY CROSSINGS

OBSTRUCTION

USE SCHEDULE 40 PVC

SPLIT SLEEVE

@ PROPOSED STORM

DRAIN PIPE OR UTILITY

CROSSINGS

INSULATED #12 AWG TONE

WIRE IN 1" HDPE CONDUIT

AUTHORITY

F.O. CONDUIT

(9-1" HDPE)

6" SCHEDULE 40 PVC SPLIT SLEEVE

12"

(MIN)

CONDITION 3

USE SCHEDULE 40 PVC

SPLIT SLEEVE @ PROPOSED

STORM DRAIN PIPE OR

UTILITY CROSSINGS

6" HDPE SDR 11 SLEEVE

ABBREVIATIONS

NTS

REINFORCED CONCRETE PIPE

OR UTILITY (VARIES IN SIZE OR

MATERIALS)

DETAIL "C"

SPLIT SLEEVE PLAN DETAIL AT STORM DRAIN PIPE OR UTILITY CROSSINGS

1.

TRENCH BACKFILL: COMPACTED TO 100% OF THE MAXIMUM DENSITY AS PER AASHTO T-99.

2.

WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION

3.

HDPE SDR 11 SLEEVE TO EXTEND A MIN. OF 3' PAST ENDS OF OBSTRUCTION.

4.

6" HDPE SDR 11 SLEEVE SHALL BE SEALED AT BOTH ENDS WITH THE F.O. CONDUITS TO PREVENT THE INFILTRATION OF SURROUNDING FILL.

METHOD AND MATERIALS TO BE SUBMITTED TO THE ENGINEER FOR APPROVAL.

5.

F.O. CONDUITS MAY ALSO BE ROUTED UNDER OBSTRUCTIONS AS SHOWN IN CONDITION 2, IF MINIMUM COVERS SHOWN IN CONDITION 1 CAN NOT BE

MET.

BRFG= BULLET RESISTIVE FIBERGLASS OUTER DUCT

HDPE= HIGH DENSITY POLYETHYLENE CONDUIT

FO= FIBER OPTIC

FOMH= FIBER OPTIC MANHOLE

PVC= POLYVINYL CHLORIDE OUTER DUCT

E/W= EQUIPPED WITH

SDR= SIZE DIMENSION RATIO

COND.1= CONDITION 1 CROSSING (SEE DETAIL 'B")

COND.2= CONDITION 2 CROSSING (SEE DETAIL 'B")

COND.3= CONDITION 3 CROSSING (SEE DETAIL 'B")

6.

PROPOSED OBSTRUCTION CROSSING PLANS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.

7.

OBSTRUCTION CROSSINGS ARE LABELED ON THE PLAN SHEETS AS COND. 1 FOR A CONDITION 1 CROSSING, COND. 2 FOR A CONDITION 2 CROSSING, OR

COND. 3 FOR A CONDITION 3 CROSSING.

8.

DURING ALL HDPE INTERDUCT INSTALLATION INSIDE PVC, HDPE SDR 11, BRFG CONDUIT THE CONTRACTOR SHALL USE POLYWATER FRONT END

PACKS, PART NUMBERS J-27 OR J-55, AS APPROPRIATE, OR APPROVED EQUIVALENT AS PULLING LUBRICANT.

9.

DATE

TONE WIRE ONLY INSTALLED IN DEDICATED 1" HDPE CONDUIT WHEN FON CONDUIT BANK IS INSTALLED UNDER PAVEMENT.

BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

REFER TO CFX SPECIFICATION SECTIONS

633 AND 638 FOR ADDITIONAL

INFORMATION.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

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7:50:53 AM

TRENCHING AND UTILITY

CROSSING DETAIL

SHEET

NO.

B-1

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_B01_V04.dgn

VARIES

OUTSIDE WHITE LINE

PAVEMENT

SEE NOTE 4

PLOW DISTURBANCE

3" WARNING TAPE

#12 AWG INSULATED

TONE WIRE

9-1" HDPE INNERDUCT

2 WIDE BY 4 HIGH

STANDARD CROSS SECTION OF PLOWED CONDUIT

N.T.S.

#12 AWG INSULATED

TONE WIRE

MIN. 3" CONCRETE

ON ALL SIDES

7"(MIN)

3" MIN

TYPICAL CROSSING WHERE OBSTRUCTION IS 35" TO 44" IN DEPTH.

N.T.S.

CROWN TRENCH IN UNIMPROVED AREAS 3"

FINISH GRADE

OBSTRUCTION.

3" WARNING TAPE

6" SCH. 40 P.V.C. SPLIT DUCT TO

EXTEND 3'-0" BEYOND LIMITS OF

CONCRETE ENCASEMENT.

9-1" HDPE INNERDUCT

2" EXISTING DIRT FILL MIN.

NOTES:

1.

TRAFFIC CONTROL FOR LONGITUDINAL INSTALLATION SHALL BE IN

ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT)

STANDARD INDEX SERIES 600.

2.

A MINIMUM OF 2'- 0" SHALL BE MAINTAINED FROM EXISTING LANDSCAPE

FEATURES. LANDSCAPE REPLACEMENT SHALL BE IN KIND AND SUBJECT TO

THE APPROVAL OF THE OWNER.

3.

REPLACEMENT OF FILL, BASE, SURFACE (ASPHALT), CURB AND DRAINAGE

STRUCTURES WILL BE IN ACCORDANCE WITH ORANGE COUNTY UTILITY AND

PUBLIC WORKS STANDARDS FOR COUNTY ROADS AND THE LATEST FDOT

UTILITY ACCOMMODATION MANUAL.

4.

CONSTRUCTION CORRIDOR SHALL BE RESTORED TO ORIGINAL OR IMPROVED

CONDITION.

5.

ALL TRENCH WIDTHS SHALL BE WIDE ENOUGH TO ACCOMMODATE

MECHANICAL COMPACTION EQUIPMENT FOR PROPER COMPACTION IN

ACCORDANCE WITH FDOT STANDARD SPECS.

6.

ALL TRENCHES SHALL BE BACKFILLED & COMPACTED BY THE END OF

EACH WORK DAY.

7.

8.

JOINT COUPLINGS WILL BE USED AS NECESSARY.

CONDUIT PATH WILL BE ROUTED TO AVOID ANY OBSTRUCTIONS SHOULD

OBSTRUCTIONS BE ENCOUNTERED, THE FOLLOWING HIERARCHY WILL BE

STRICTLY ADHERED TO:

A.

ROUTE CONDUIT AROUND OBSTRUCTION USING SWEEPING BENDS.

B.

IF A CANNOT BE ACCOMPLISHED, CONDUIT ROUTING WILL BE MADE

UNDER THE OBSTRUCTION.

C.

IF A OR B CANNOT BE ACCOMPLISHED, THEN USE OF ONE OF THE

OBSTRUCTION DETAILS WILL BE ALLOWED. PRIOR TO COMMENCING

DETAIL A OR B, OWNERS APPROVAL MUST BE OBTAINED. DETAIL A IS

THE PREFERRED METHOD.

PRIOR TO COMMENCING DETAIL A OR B, OWNERS APPROVAL MUST BE

OBTAINED. DETAIL A IS THE PREFERRED METHOD.

9.

ALL CONCRETE SHALL BE FDOT APPROVED CLASS 1.

BACKFILL AND COMPACT

AS EMBANKMENT

3" WARNING TAPE

#12 AWG INSULATED

TONE WIRE

BACKFILL AND COMPACT

AS EMBANKMENT

3" WARNING TAPE

#12 AWG INSULATED

TONE WIRE

6" PVC SCH. 40

W/ 9-1" HDPE

9-1" HDPE

9-1" HDPE

DATE

STANDARD CROSS SECTION OF OPEN TRENCH CONDUIT (NOT IN CASING)

N.T.S.

BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633 AND 638 FOR ADDITIONAL

INFORMATION.

STANDARD CROSS SECTION OF OPEN TRENCH CONDUIT (IN CASING)

N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

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AUTHORITY

7:50:54 AM

TRENCHING AND PLOWING

DETAILS SINGLE

CONDUIT BANK (1 OF 2)

SHEET

NO.

B-2

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_B02_V04.dgn

USER: lyfe6246 3/30/2015

VARIES

OUTSIDE WHITE LINE

PAVEMENT

SEE NOTE 4

PLOW DISTURBANCE

3" WARNING TAPE

#12 AWG INSULATED

TONE WIRE

2" PVC SCH. 40

ELECTRICAL CONDUIT

9-1" HDPE INNERDUCT

2 WIDE BY 4 HIGH

3"

STANDARD CROSS SECTION OF PLOWED CONDUIT

N.T.S.

CROWN TRENCH IN UNIMPROVED AREAS 3"

FINISH GRADE

7"(MIN)

#12 AWG INSULATED

TONE WIRE

MIN. 3" CONCRETE

ON ALL SIDES

3" MIN

3" WARNING TAPE

6" SCH. 40 P.V.C. SPLIT DUCT TO

EXTEND 3'-0" BEYOND LIMITS OF

CONCRETE ENCASEMENT.

9-1" HDPE INNERDUCT

2" PVC SCH. 40

ELECTRICAL CONDUIT

2" EXISTING DIRT FILL MIN.

OBSTRUCTION.

TYPICAL CROSSING WHERE OBSTRUCTION IS 35" TO 44" IN DEPTH.

N.T.S.

NOTES:

1.

TRAFFIC CONTROL FOR LONGITUDINAL INSTALLATION SHALL BE IN ACCORDANCE

WITH FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD INDEX

SERIES 600.

2.

A MINIMUM OF 2'- 0" SHALL BE MAINTAINED FROM EXISTING LANDSCAPE

FEATURES. LANDSCAPE REPLACEMENT SHALL BE IN KIND AND SUBJECT TO THE

APPROVAL OF THE OWNER.

3.

REPLACEMENT OF FILL, BASE, SURFACE (ASPHALT), CURB AND DRAINAGE

STRUCTURES WILL BE IN ACCORDANCE WITH ORANGE COUNTY UTILITY AND

PUBLIC WORKS STANDARDS FOR COUNTY ROADS AND THE LATEST FDOT UTILITY

ACCOMMODATION MANUAL.

4.

CONSTRUCTION CORRIDOR SHALL BE RESTORED TO ORIGINAL OR IMPROVED

CONDITION.

5.

ALL TRENCH WIDTHS SHALL BE WIDE ENOUGH TO ACCOMMODATE MECHANICAL

COMPACTION EQUIPMENT FOR PROPER COMPACTION IN ACCORDANCE WITH FDOT

STANDARD SPECS.

6.

ALL TRENCHES SHALL BE BACKFILLED & COMPACTED BY THE END OF EACH

WORK DAY.

7.

8.

JOINT COUPLINGS WILL BE USED AS NECESSARY.

CONDUIT PATH WILL BE ROUTED TO AVOID ANY OBSTRUCTIONS SHOULD

OBSTRUCTIONS BE ENCOUNTERED, THE FOLLOWING HIERARCHY WILL BE

STRICTLY ADHERED TO:

A.

ROUTE CONDUIT AROUND OBSTRUCTION USING SWEEPING BENDS.

B.

IF A CANNOT BE ACCOMPLISHED, CONDUIT ROUTING WILL BE MADE UNDER

THE OBSTRUCTION.

C.

IF A OR B CANNOT BE ACCOMPLISHED, THEN USE OF ONE OF THE

OBSTRUCTION DETAILS WILL BE ALLOWED. PRIOR TO COMMENCING DETAIL

A OR B, OWNERS APPROVAL MUST BE OBTAINED. DETAIL A IS THE

PREFERRED METHOD.

PRIOR TO COMMENCING DETAIL A OR B, OWNERS APPROVAL MUST BE OBTAINED.

DETAIL A IS THE PREFERRED METHOD.

9.

ALL CONCRETE SHALL BE FDOT APPROVED CLASS 1.

BACKFILL AND COMPACT

AS EMBANKMENT

BACKFILL AND COMPACT

AS EMBANKMENT

3" WARNING TAPE

#12 AWG INSULATED

TONE WIRE

3" WARNING TAPE

#12 AWG INSULATED

TONE WIRE

9-1" HDPE

3"

2" PVC SCH. 40

ELECTRICAL CONDUIT

STANDARD CROSS SECTION OF OPEN TRENCH CONDUIT (NOT IN CASING)

N.T.S.

9-1" HDPE

6" PVC SCH. 40

W/ 9-1" HDPE OR

1-1" HDPE (SEE PLANS)

3"

2" PVC SCH. 40

ELECTRICAL CONDUIT

STANDARD CROSS SECTION OF OPEN TRENCH CONDUIT (IN CASING)

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633 AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:54 AM

TRENCHING AND PLOWING

DETAILS SINGLE

CONDUIT BANK (2 OF 2)

SHEET

NO.

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8'-0" MIN

OR AS SPECIFIED ON PERMIT

¡

ROADWAY

(VARIES)

8'-0" MIN

OR AS SPECIFIED ON PERMIT

48" MIN.

END WARNING TAPE

AT START OF BORE

3" WARNING TAPE

48" MIN

BEGIN BORE

AT DEPTH

6" CONDUIT WITH 9-1" HDPE AND

#12 AWG INSULATED TONE WIRE

FINISHED GRADE

MINIMUM 10 TIMES DIAMETER OF BORE

OR 48", WHICHEVER IS GREATER

SEE NOTE 3

A

A

TYPICAL DIRECTIONAL BORE

N.T.S.

#12 AWG INSULATED

TONE WIRE SHALL BE SLEEVED

BY AN ADDITIONAL 1" HDPE CONDUIT.

9-1" HDPE

48" MIN

CASING WITH 9-1" HDPE

AND #12 AWG INSULATED

TONE WIRE (SEE PLANS)

END WARNING TAPE AT

END OF BORE

3" WARNING TAPE

END BORE

AT DEPTH

ALL HDPE SDR 11 JOINTS SHALL BE

WELDED USING 1 PASS OF

MIG WELDING

SECTION A-A

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

555, 633 AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY

6" HDPE SDR 11-STREET CROSSINGS-OFF EXPRESSWAY PROPERTY

6" HDPE SDR 13.5-EXPRESSWAY RAMPS AND CROSSING EXCEPT AS WHERE TRENCHED PVC IS LOCATED

6" SCH 40 PVC-UNDER EXPRESSWAY RAMP WHERE IT TIES TO TRENCHED PVC.

DESCRIPTION

NOTES:

1.

UTILITY IN THE PATH OF THE BORE SHALL BE LOCATED AND THE DEPTH OF

THE BORE CROSSING SHALL BE DELINEATED TO CROSS UNDER OR OVER

UTILITY WITH 12" MINIMUM SEPARATION.

2.

ALL ENDS OF BORES SHALL BE SEALED WITH GROUT.

3.

HORIZONTAL DEPTH SHALL BE IN ACCORDANCE WITH FDOT UTILITY

ACCOMMODATION MANUAL SECTION 9.3 AND 12.3.

4.

A SEPARATE BORE FOR 2" CONDUIT WILL BE REQUIRED WHEN ELECTRICAL

SERVICE WIRE EXCEEDS AWG #3.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:55 AM

DIRECTIONAL BORE DETAIL

FIBER OPTIC

BACKBONE CONDUIT

SHEET

NO.

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¡

ROADWAY

(VARIES)

8'-0" MIN

OR AS SPECIFIED ON

PERMIT

8'-0" MIN

OR AS SPECIFIED ON

PERMIT

3" WARNING TAPE

48" MIN

SEE PLANS

48" MIN.

NOTES:

1.

UTILITY IN THE PATH OF THE BORE SHALL BE LOCATED AND

THE DEPTH OF THE BORE CROSSING SHALL BE DELINEATED TO

CROSS UNDER OR OVER UTILITY WITH 12" MINIMUM SEPARATION.

2.

ALL ENDS OF BORES SHALL BE SEALED WITH GROUT.

3.

HORIZONTAL DEPTH SHALL BE IN ACCORDANCE WITH FDOT

UTILITY ACCOMMODATION MANUAL SECTION 9.3 AND 12.3.

4.

A SEPARATE BORE FOR 2" CONDUIT WILL BE REQUIRED WHEN

ELECTRICAL SERVICE WIRE SIZE EXCEEDS AWG NO. 3.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATIONS 555, 633

AND 638 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

END WARNING TAPE

AT START OF BORE

MINIMUM 10 TIMES DIAMETER OF BORE,

OR 48" WHICHEVER IS GREATER.

SEE NOTE 3

A

BEGIN BORE

AT DEPTH

A

TYPICAL DIRECTIONAL BORE

N.T.S.

FINISHED GRADE

SEE PLANS

48" MIN

END WARNING TAPE AT

END OF BORE

3" WARNING TAPE

# 12 AWG TONE WIRE

INSULATED

END BORE

AT DEPTH

FINISHED GRADE

48" MIN.

#12 AWG INSULATED

TONE WIRE SHALL BE SLEEVED

BY AN ADDITIONAL 1" HDPE.

4-1" HDPE

4" SCH 40 PVC - FIBER OPTIC CABLE

CROSSING NO OUT DUCT FOR 1" CONDUIT

- ELECTRICAL CROSSING. (ELECTRICAL

SERVICE WIRE TO RUN IN BROWN

CONDUIT)

SECTION A-A

N.T.S.

#12 AWG INSULATED

TONE WIRE SHALL BE SLEEVED

BY AN ADDITIONAL 1" HDPE CONDUIT

WHEN FIBER OPTIC DUCT BANK IS

INSTALLED UNDER PAVEMENT

4-1" HDPE

2" SCH. 40 PVC FOR

ELECTRICAL SERVICE WIRE,

PULL THROUGH 2" CONDUIT

WHEN SIZE EXCEEDS AWG NO. 3.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:55 AM

DIRECTIONAL BORE DETAIL

ITS DEVICE DROP

SHEET

NO.

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TYPICAL BRIDGE APPROACH ATTACHMENT DETAIL

EDGE OF SHOULDER PAVEMENT

EDGE OF TRAVEL LANE

9-1" HDPE

CONDUIT

BFO BFO

EDGE OF TRAVEL LANE

EDGE OF SHOULDER PAVEMENT

BFO BFO

CATCH BASIN

6" PVC W/ HDPE 13.5

SDR CONDUIT

SEAL 6" CONDUIT

EOP

BFO BFO

6" HDPE SDR 11

BFO

EOP

BFO

4'x4' MANHOLE

5' MIN.

VARIES

6" BRFG

PLAN VIEW

NTS

6" PVC W/ HDPE 13.5

SDR CONDUIT

4'x4' MANHOLE

EDGE OF SHOULDER

PAVEMENT

BFO BFO

EDGE OF TRAVEL

LANE

VARIES 5' MIN.

EDGE OF TRAVEL

LANE

BFO BFO

EDGE OF SHOULDER

PAVEMENT

SEAL 6" CONDUIT

36'' MIN. COVER

20' MIN.

36'' MIN. COVER

5' MIN

CONCRETE

APPROACH

SLAB

VARIES

CONCRETE

APPROACH

SLAB

VARIES

5' MIN

36'' MIN. COVER

BRIDGE DECK

BFO

BFO

BFO

BFO

BFO

BFO

12''

MIN.

6" HDPE SDR 11

4'x4' FOMH

9-1" HDPE

CONDUIT

6" PVC W/ HDPE 13.5

SDR CONDUIT

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633, 635, 636 AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY

BFO

BFO

BFO

BFO

BFO

BFO

DESCRIPTION

15''

BOTTOM FLANGE OF

BRIDGE GIRDER

6" PVC W/ HDPE 13.5

SDR CONDUIT

9-1" HDPE

CONDUIT

6" CONDUIT BRIDGE HANGER

6" FIBERGLASS EXPANSION JOINT

6" PVC TO

FIBERGLASS COUPLER

PROFILE

NTS

NOTES:

1.

THE CONTRACTOR MAY PRECAST THE 6" SCH. 40 PVC

CONDUIT THROUGH END BENT END WALL.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:56 AM

TYPICAL BRIDGE

APPROACH DETAIL

SHEET

NO.

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6" FIBERGLASS BRIDGE HANGERS

3/4" DIA. LOOP

INSERT (TYPICAL)

A

3/4" DIA. LOOP

INSERT (TYPICAL)

3

4

" HARDWARE, H.D.G. (TYPICAL)

EXCEPT AT WATER CROSSINGS WHERE

STAINLESS STEEL TYPE 316 HARDWARE IS REQUIRED.

6" I.P.S. BULLET RESISTANT

FIBERGLASS CONDUIT, PART

NUMBER 309602110

6" I.P.S. BULLET RESISTANT

FIBERGLASS CONDUIT, PART

NUMBER 309602110

8" +/-

INTERMEDIATE SUPPORT HANGER

PART NUMBER CHO472AG

NOTES:

1.

THE FIBER OPTIC CABLE (FOC) SHALL BE 6" DIAMETER I.P.S.BULLET RESISTANT

FIBERGLASS CONDUIT AS MANUFACTURED BY OPTI-COM MANUFACTURING NETWORK,

INC. (OMNI), PART NUMBER 309602110 OR APPROVED EQUAL.

2.

THE HANGER SUPPORT ASSEMBLIES SHALL BE OMNI PART NUMBER CH0472AG. THE

HANGER ANCHOR ASSEMBLY SHALL BE OMNI PART NUMBER CH0472AH OR APPROVED

EQUAL.

3.

THE MAXIMUM HANGER SPACING SHALL NOT EXCEED 10'-0" AND THE ANCHORING

HANGERS SHALL BE PLACED AT EVERY 120 FT. MAXIMUM, OR WITHIN 5 FT. OF A

PIER OR ABUTMENT.

4.

HANGER INSERTS SHALL BE 3/4" STAINLESS STEEL LOOP INSERTS, HAVING A SAFE

WORKING LOAD OF 1.5 KIP TENSION AND 2.7 KIP SHEAR MINIMUM. AT CONTRACTORS

OPTION, OTHER METHODS OF SECURING HANGERS TO DECK UNDERSIDE MAY BE

ACCEPTABLE PROVIDED THAT CALCULATIONS FOR THE HANGER SYSTEM AND SHOP

DRAWINGS SIGNED AND SEALED BY A FLORIDA PROFESSIONAL ENGINEER ARE

SUBMITTED FOR APPROVAL BY THE ENGINEER OF RECORD.

5.

THE INSTALLATION OF HANGER INSERTS SHALL BE IN STRICT ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS.

6.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE FOLLOWING ITEMS:

A.

B.

INSERT AND HANGER LAYOUT

CATALOG CUTS FOR HANGER AND ANCHOR ASSEMBLIES.

7.

INSERTS AND THREADED RODS ARE INCLUDED IN BRIDGE CONSTRUCTION. PAYMENT

SHALL BE INCLUDED IN THE PRICE BID FOR SUPERSTRUCTURE CONCRETE FOR THE

INDIVIDUAL BRIDGES. LOCATION OF INSERTS TO BE DETERMINED BY CONTRACTOR.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633 AND 638 FOR ADDITIONAL

INFORMATION

DATE BY DESCRIPTION

3/4" HARDWARE,

H.D.G. (TYPICAL)

SECTION A-A

1/4" X 2" STEEL FLAT

BAR (TYPICAL)

2" +/ 8" +/ 2" +/-

PART NUMBER

CHO472AH

A

ANCHOR POINT SUPPORT HANGER

PART NUMBER CHO472AH

FRONT VIEW

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

BRIDGE HANGER DETAIL

SHEET

NO.

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7:50:56 AM

200' MAX

SEE NOTE 2

2'-0"

END EXPANSION JOINT TYP.

SEE HANGER DETAIL

2'-0"

BRIDGE DIAPHRAGM

2'-0"

TYPICAL BRIDGE SECTION FOR BRIDGES 120' OR SHORTER

N.T.S.

END EXPANSION JOINT TYP.

INTERMEDIATE EXPANSION JOINT.

SEE NOTE 2

120' MAX

120' MAX

120' MAX 120' MAX

2'-0"

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633 AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY

TYPICAL BRIDGE SECTION FOR BRIDGES 200' OR LONGER

N.T.S.

DESCRIPTION

NOTES:

1.

SPACING BETWEEN EXPANSION JOINTS SHALL BE NO GREATER THAN 120 FEET.

2.

LATERAL MOVEMENT IS FIXED AT MID SPAN

HANGER BRACE.

BETWEEN EXPANSION JOINT BY USE OF

3.

ALL FIBERGLASS CONDUIT HANGERS WILL BE SPACED NO MORE THAN 10'ON CENTER.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:57 AM

FIBERGLASS EXPANSION

JOINT DETAIL

SHEET

NO.

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32"

1"

C

F

X

34"

30"

MANHOLE COVER

N.T.S.

4"

1"

10"

4" 41"

49"

RING AND COVER DETAIL

N.T.S.

48"

36"

STAINLESS STEEL BOLTS

COVER

NOTES:

1.

EACH COVER TO HAVE (4) PICK SLOTS FOR REMOVING.

2.

"CFX" IN COVER.

3.

ACCESS HOLE: 30".

4.

PENTABOLTS

5.

MANHOLE RING AND COVER SHALL CONFORM TO HS20 TRAFFIC RATED-HEAVY DUTY

LOAD RATING.

6.

ANCHOR RING TO MANHOLE TOP USING

1

2

" GALVANIZED BOLTS.

7.

MANHOLE RING AND COVER TO BE WATERTIGHT AND GROUNDED TO COMMON GROUND.

8.

MATERIAL: ASTM-A48 CLASS 35B GRAY IRON.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

636 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FLAT GASKET

REINFORCED CONCRETE

NECK EXTENSION

VARIES

BOLTED WATERTIGHT DETAIL

N.T.S.

TYPICAL NECK EXTENSION DETAIL

N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:57 AM

FIBER OPTIC

MANHOLE COVER DETAILS

SHEET

NO.

D-1

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48" 48" (TYP)

1-

1

2

" PVC PASS THROUGH SLEEVE

(TYP) FOR 1" HDPE TONE WIRE CONDUIT

60"

60"

REINFORCED CONCRETE MANHOLE

WEIGHT: +8600 LBS.

36" DIA

SEE NOTE 8

12"

6" SCH 40 PVC

TERMINATOR (TYP.)

4" SCH 40 PVC

TERMINATOR (TYP.)

24"

12"

12"

21"

9"

3"

5"

5"

5"

3"

13"

1-

1

2

" PVC PASS THROUGH SLEEVE

(TYP) FOR 1" HDPE TONE WIRE CONDUIT

CHANNEL SLOPED TO SUMP

AT BOTTOM SLAB (TYP)

60"

BOLT HOLES FOR RING & COVER

ATTACHMENT

4" SCH 40 PVC

11

1

2

"

TERMINATOR

8-1

1

2

" PVC PASS THROUGH

SLEEVE (TYP) FOR 1" HDPE

3"

5"

24"

22"

13"

1" PVC SLEEVE FOR

GROUND WIRE.

24"

PULL IRON (TYP)

1 EACH CENTERED

IN BOTTOM OF MANHOLE

12"

6"

9" 9"

12"X12"X2" STANDARD SUMP

CABLE RACK (2 EACH)

24" LONG

1" PVC SLEEVE

FOR GROUND ROD

4" SCH 40 PVC

TERMINATOR

12"

3"

6" SCH 40 PVC TERMINATOR

60" OD SQUARE MANHOLE

8-1

1

2

" PVC PASS THROUGH SLEEVE (TYP) FOR 1" HDPE

21"

18"

1-

1

2

" PVC PASS THROUGH SLEEVE

(TYP) FOR 1" HDPE TONE WIRE CONDUIT

10.5"

12"

4'X4'X4' MANHOLE

6'' WALLS, TOP AND FLOOR

48" HEADROOM

RING & COVER GENERAL NOTES

1.

EACH COVER TO HAVE (4) PICK SLOTS FOR REMOVING.

MANHOLE SLAB TOP

RAMNECK

2.

"CFX" IN COVER.

MANHOLE WALL

3.

ACCESS HOLE: 30".

4.

PENTABOLTS

CONDUIT (9-1"

HDPE TYP.) AS

SPECIFIED

A

5.

MANHOLE RING AND COVER SHALL CONFORM TO HS20 TRAFFIC RATED-HEAVY DUTY LOAD RATING.

MANHOLE JOINT CONFIGURATION

N.T.S.

6.

2

" GALVANIZED BOLTS.

7.

MANHOLE RING AND COVER TO BE WATERTIGHT AND GROUNDED TO COMMON GROUND.

8.

MATERIAL: ASTM-A48 CLASS 35B GRAY IRON.

NOTES:

1.

CONTRACTOR SHALL SUBMIT PRECAST CONCRETE MANHOLE AND RING WEIR CUT SHEETS AND CAPACITIES VERIFICATIONS FOR ENGINEER'S REVIEW AND APPROVAL

2.

MANHOLE SHALL CONFORM TO HL93 FULL VEHICULAR LOADING.

3.

ALL MANHOLES SHALL BE PROVIDED WITH AN INWESCO SERIES I-3600 OR EQUIVALENT LADDER THAT EXTENDS TO THE FLOOR.

4.

ALL UNUSED ACCESS POINT SHALL BE EQUIPPED WITH COMPRESSION TYPE SNUG PLUGS.

5.

ALL MANHOLES SHALL BE PLACED WITH COVER FLUSH WITH FINISHED GRADE ON PAVED SHOULDER. MANHOLE COVERS SHALL BE BOLTED IN PLACE.

6.

GROUND RODS SHALL BE INSTALLED OUTSIDE OF MANHOLE AND #6 BARE WIRE SHALL BE BROUGHT INTO MANHOLE THROUGH THE 1" PVC SLEEVE ON SIDE OF MANHOLE.

7.

2

" CRUSHED ROCK PLACED UNDER MANHOLES.

8.

ALL MANHOLE PENETRATIONS SHALL BE SEALED TO PREVENT WATER INGRESS TO THE SATISFACTION OF THE ENGINEER.

9.

MANHOLE WALL THICKNESS SHALL BE A MINIMUM OF 6".

10.

RAMNECK SHALL BE USED TO SEAL ALL MANHOLE JOINTS.

11.

CABLE RACKS SHALL BE INSTALLED USING

2

" x 2

1

2

" GALVANIZED MACHINE BOLTS AND GALVANIZED ANCHORS CAST INTO THE WALLS.

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

636 FOR ADDITIONAL INFORMATION.

FOR INFORMATIONAL PURPOSES ONLY

B

B

MANHOLE

PLAN

A

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

60"

CAST IRON RING AND COVER

NEOPRENE WATERTIGHT SEALANT

TO BE PLACED BETWEEN JOINTS

VARIOUS DEPTH GRADE RINGS

MANHOLE

1-

1

2

" PVC PASS THROUGH SLEEVE

(TYP) FOR 1" HDPE TONE WIRE CONDUIT

A-A PROFILE

CONDUIT (9-1" HDPE TYP.)

AS SPECIFIED

4" SCH 40 PVC

TERMINATOR

6" SCH 40 PVC

TERMINATOR

TYPICAL MANHOLE

12" CRUSHED ROCK

B-B PROFILE

8- 1

1

2

" PVC PASS THROUGH

SLEEVE (TYP) FOR 1" HDPE

1.

ALL MANHOLES SHALL HAVE 12" OF

4

"

CRUSHED ROCK PLACED UNDER

MANHOLES.

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

FIBER OPTIC MANHOLE

DETAIL 4' X 4' X 4'

SHEET

NO.

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6" SCH 40 PVC

TERMINATOR

48"

42"

60"

12"

48"

REINFORCED CONCRETE MANHOLE

(LOWER SECTION)

4' X 6.5' X 6.5' MANHOLE

N.T.S.

78" HEADROOM

6" WALLS

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

636 FOR ADDITIONAL INFORMATION.

DATE BY

27"

3"

5"

5"

5"

10

1

2

"

5"

MANHOLE LADDER SUPPORT

36" DIA. OPENING

90"

REINFORCED CONCRETE MANHOLE

(UPPER SECTION)

1/2" BOLT HOLES FOR RING AND

COVER ATTACHMENT

90"

12"

RAMNECK

MANHOLE JOINT CONFIGURATION

N.T.S.

NOTES:

1.

CONTRACTOR SHALL SUBMIT PRECAST CONCRETE MANHOLE AND RING WEIR CUT

SHEETS AND CAPACITIES VERIFICATIONS FOR ENGINEER'S REVIEW AND

APPROVAL

2.

MANHOLE SHALL CONFORM TO HL93 FULL VEHICULAR LOADING.

3.

ALL MANHOLES SHALL BE PROVIDED WITH AN INWESCO SERIES I-3600 OR

EQUIVALENT LADDER THAT EXTENDS TO THE FLOOR.

4.

ALL UNUSED ACCESS POINT SHALL BE EQUIPPED WITH COMPRESSION TYPE

SNUG PLUGS.

5.

ALL MANHOLES SHALL BE PLACED WITH COVER FLUSH WITH FINISHED GRADE

ON PAVED SHOULDER. MANHOLE COVERS SHALL BE BOLTED IN PLACE.

6.

GROUND RODS SHALL BE INSTALLED OUTSIDE OF MANHOLE AND #6 BARE WIRE

SHALL BE BROUGHT INTO MANHOLE THROUGH THE 1" PVC SLEEVE ON SIDE OF

MANHOLE.

7.

ALL MANHOLES SHALL HAVE 12" OF 1/2" CRUSHED ROCK PLACED UNDER

MANHOLES.

8.

ALL MANHOLE PENETRATIONS SHALL BE SEALED TO PREVENT WATER INGRESS

TO THE SATISFACTION OF THE ENGINEER.

9.

MANHOLE WALL THICKNESS SHALL BE A MINIMUM OF 6".

10.

RAMNECK SHALL BE USED TO SEAL ALL MANHOLE JOINTS.

11.

CABLE RACKS SHALL BE INSTALLED USING 1/2" x 2" GALVANIZED MACHINE

BOLTS AND GALVANIZED ANCHORS CAST INTO THE WALLS.

6" SCH 40 PVC

TERMINATOR (TYP.)

4" SCH 40 PVC

TERMINATOR (TYP.)

UPPER SECTION

LOWER SECTION

12" x 12" x 2" STANDARD SUMP

78"

42"

36"

42"

32"

9"

23" 6"

60"

48"

9-

1

2

" PVC PASS THROUGH SLEEVE

(TYP) FOR 1" HDPE CONDUIT

PULL IRON (TYP) - 1 EACH

CENTERED IN BOTTOM OF

MANHOLE.

9"

24"

7"

36"

4

1

2

"

9-

1

2

" PVC PASS THROUGH SLEEVE

(TYP) FOR 1" HDPE CONDUIT

29"

CABLE RACKS (TYP)

6 EACH SIDE WALL

24" LONG EACH.

9"

26"

1" PVC SLEEVE

FOR GROUND WIRE

MANHOLE 4' L x 6.5' W x 6.5' H

2 SECTIONS

N.T.S.

DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:50:58 AM

FIBER OPTIC MANHOLE

DETAIL 4' X 6.5' X 6.5'

SHEET

NO.

D-3

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�1.315

�1.315

�5.900 (PLATES)

�5.950 (GASKET)

TOP VIEW

PLUG USES 8-3.5" X

1

4

" STAINLESS STEEL

BOLTS WITH COUPLER NUTS TO BOTH HOLD

THE PIECE TOGETHER AND PROVIDE

COMPRESSION WHEN INSTALLED.

SIDE VIEW

RIGID PLASTIC PLATES

�1.315

�1.315

FLEXIBLE URETHANE GASKET

5.950

2.000

2.750

�5.900 (PLATES)

�5.950 (GASKET)

GASKET IS SLIT AND PLATES ARE IN

SECTIONS TO ALLOW UNFOLDING OF THE

ENTIRE PLUG AND WRAPPING AROUND THE

INNER CONDUITS.

NINE HOLES THROUGH THE GASKET CAN BE

FORMED TO ANY SIZE UP TO 1.32".

BOTTOM VIEW

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

636 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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CENTRAL

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7:50:59 AM

FIBER OPTIC MANHOLE

INNERDUCT ORGANIZER

SHEET

NO.

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4'W X 6.5'L X 6.5'H MANHOLE DETAIL

MANHOLE LADDER SUPPORT

60"

90"

36" DIA. OPENING

REINFORCED CONCRETE MANHOLE

(UPPER SECTION)

.5 " DIA. BOLT HOLES FOR RING & COVER

ATTACHMENT

78"

48"

12"

42"

REINFORCED

CONCRETE MANHOLE

(LOWER SECTION)

48"

12"

90"

60"

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

636 FOR ADDITIONAL INFORMATION.

DATE BY

UPPER SECTION

6" SCH 40 PVC

TERMINATOR (TYP)

4" SCH 40 PVC

TERMINATOR (TYP)

12" x 12" x 2"

STANDARD SUMP

TERMINATOR FOR 4"

SCH 40 PVC

TERMINATOR FOR 6"

SCH 40 PVC

LOWER

SECTION

9-1" INNERDUCT ORGANIZER

6" SCH 40 PVC

SPLIT SLEEVE

CAST IRON RING COVER

NEOPRENE WATERTIGHT SEALANT

TO BE PLACED BETWEEN JOINTS

DESCRIPTION

19.5"

19.5" 19.5"

19.5"

42"

THIS DETAIL SHOWS THE MANHOLE

DIMENSIONS ON THE INSIDE OF

THE WALLS,

PULL IRON (TYP) 1 EACH

CENTERED IN BOTTOM

OF MANHOLE

7.75"

24"

10.25"

26"

7"

36"

32"

9"

23"

36"

42"

9"

23"

1" PVC SLEEVE

FOR GROUND WIRE

CABLE RACKS (TYP)

6 EACH SIDE WALL

24" LONG EACH.

6"

8"

48"

9-1" INNERDUCT ORGANIZER

6" SCH 40 PVC

SPLIT SLEEVE

NOTES:

1.

CONTRACTOR SHALL SUBMIT PRECAST CONCRETE MANHOLE AND RING WEIR

CUT SHEETS AND CAPACITIES VERIFICATIONS FOR ENGINEER'S REVIEW AND

APPROVAL

2.

MANHOLE SHALL CONFORM TO HL93 FULL VEHICULAR LOADING.

3.

ALL MANHOLES SHALL BE PROVIDED WITH A INWESCO SERIES I-3600 OR

EQUIVALENT LADDER THAT EXTENDS TO THE FLOOR.

4.

ALL UNUSED ACCESS POINT SHALL BE EQUIPPED WITH COMPRESSION TYPE

SNUG PLUGS.

5.

ALL MANHOLES SHALL BE PLACED WITH COVER FLUSH WITH FINISHED GRADE

ON PAVED SHOULDER. MANHOLE COVERS SHALL BE BOLTED IN PLACE.

6.

GROUND RODS SHALL BE INSTALLED OUTSIDE OF MANHOLE AND #6 BARE

WIRE SHALL BE BROUGHT INTO MANHOLE THROUGH THE 1" PVC SLEEVE ON

SIDE OF MANHOLE.

7.

ALL MANHOLES SHALL HAVE 12" OF 1/2" CRUSHED ROCK PLACED UNDER

MANHOLES.

8.

ALL MANHOLE PENETRATIONS SHALL BE SEALED TO PREVENT WATER INGRESS

TO THE SATISFACTION OF THE ENGINEER.

9.

MANHOLE WALL THICKNESS SHALL BE A MINIMUM OF 6".

10.

RAMNECK SHALL BE USED TO SEAL ALL MANHOLE JOINTS.

11.

CABLE RACKS SHALL BE INSTALLED USING 1/2" x 2" GALVANIZED MACHINE

BOLTS AND GALVANIZED ANCHORS CAST INTO THE WALLS.

12.

THE CONTRACTOR SHALL INSTALL THE TONE WIRE IN 6" SCH 40 PVC SPLIT

SLEEVE AND COIL 20' OF SLACK IN THE MANHOLE. THE CONTRACTOR SHALL

ENSURE THAT NO DAMAGE OCCURS TO THE TONE WIRE DURING THE

INSTALLATION PROCESS.

13.

ALL CONDUITS TO EXTEND A MINIMUM OF 12" FROM THE INNERDUCT

ORGANIZER.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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CENTRAL

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7:50:59 AM

FIBER OPTIC MANHOLE

DETAIL 4' X 6.5' X 6.5'

(DOGHOUSE)

SHEET

NO.

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CRUSHED ROCK

1'-0"

.625" X 20' COPPER CLAD

GROUND ROD.

MANHOLE PROFILE

N.T.S.

1" IN DIRT (FLUSH WITH FINISHED GRADE

IN PAVED SHOULDER)

BONDING & GROUNDING DETAIL

#6 MECHANICAL LUG.

#6 AWG BARE COPPER

EXOTHERMIC

WELD

9-1" HDPE

1" PVC SLEEVE

CABLE RACK

#6 MECHANICAL LUG.

CABLE RACK

.25"-2O X .75" STAINLESS

STEEL BOLT.

TO OTHER WALL

MECHANICAL LUG

PLAN VIEW

N.T.S.

.625" X 20' COPPER CLAD

GROUND ROD.

#6 AWG BASE COPPER

.625" EXOTHERMIC WELD

1" PVC SLEEVE

MANHOLE GROUNDING

TYPICAL WALL

CABLE RACK

N.T.S.

.25" STAINLESS STEEL

FENDER WASHER

.25"-2O X .75" STAINLESS

STEEL BOLT.

.25"-2O STAINLESS STEEL NUT.

ROADWAY AND TRAFFIC DESIGN CALL

FOR THE FOLLOWING GENERAL NOTES:

1.

GROUND RODS SHALL HAVE A RESISTANCE TO GROUND NOT

TO EXCEED 25 OHM. WHERE THE RESISTANCE IS NOT AS LOW

AS 25 OHMS, TWO OR MORE ROUND RODS CONNECTED IN

PARALLEL SHALL BE USED. CONTRACTOR SHALL HAVE

NECESSARY TEST EQUIPMENT (CURRENT CALIBRATION

CERTIFICATE REQUIRED) AT FINAL INSPECTION TO INSURE

ACCEPTABILITY OF GROUNDING SYSTEM. TOTAL GROUNDING

SYSTEM NOT TO EXCEED 10 OHMS.

2.

ALL CONNECTIONS BETWEEN BARE COPPER GROUNDING WIRE

AND GROUND ROD SHALL BE EXOTHERMIC WELD PER

MANUFACTURER STANDARDS.

3.

20' COPPER CLAD GROUND ROD SHALL BE ACHIEVED BY

BONDING 2-10' RODS BY EXOTHERMIC WELDING.

GROUND ROD CLAMP

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

636 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

#6 MECHANICAL LUG.

MECHANICAL LUG

PROFILE VIEW

N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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7:51:00 AM

FIBER OPTIC MANHOLE

GROUNDING DETAILS

SHEET

NO.

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EXIST.

GROUND

12 FIBER

DROP CABLE

24 FIBER

FEEDER CABLE

A

18"

CUT WARNING

TAPE AS

NECESSARY

36"

6"

NO. 6 STRANDED

COPPER GROUND WIRES

SHALL BE EXOTHERMAL

WELDED TO GROUND RODS.

PROPOSED

TONE WIRE

(DO NOT CUT)

GRAVEL

1" CONDUIT

5

8

" GROUND ROD

(COPPER CLAD)

PROPOSED

FEEDER

SYSTEM

20" MIN.

BEND RAD.

(TYP.)

A

FIBER OPTIC

PULL BOX

SPLICE ENCLOSURE

2-1" CONDUITS

FROM DEVICE CABINET

PROPOSED

TONE WIRE

(DO NOT CUT)

TONE WIRE FROM DEVICE CABINET

WITH 3M DBR-6 SPLICE KIT

EXIST.

GROUND

12 FIBER

DROP CABLE

SPARE

24 FIBER

FEEDER CABLE

GRAVEL

FIBER OPTIC

PULL BOX

SPLICE ENCLOSURE

20" MIN.

BEND RAD.

(TYP.)

TONE WIRE FROM DEVICE

CABINET. WITH 3M DBR-6

OR DBY-6 SPLICE KIT

TONE WIRE

EXISTING

TONE WIRE

(DO NOT CUT)

2-1" HDPE CONDUITS

FROM DEVICE CABINET

PROPOSED

FEEDER

SYSTEM

SECTION A-A

NOTES:

1.

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING CONDUIT OR F.O.N. CABLE AND

TONE WIRE. ANY DAMAGE SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.

2.

EXTEND THE BLUE CONDUIT INTO THE PULL BOX FOR THE FEEDER CABLE.

3.

INSTALLATION OF PULL BOX, ASSOCIATED EQUIPMENT AND MATERIALS SHALL BE PAID UNDER

PAY ITEM 635-1-15.

4.

EXTEND AND COIL TONE WIRE INTO PULL BOX. DO NOT SPLICE INTO EXISTING TONE WIRE.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633, 635, AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

F.O.N. CONDUIT DETAIL UNDERGROUND

N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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7:51:00 AM

FIBER OPTIC PULL BOX

DETAILS (AUXILIARY

FEEDER TO DEVICE)

SHEET

NO.

E-1

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EXIST.

GROUND

12 FIBER

DROP CABLE

72 FIBER

FEEDER CABLE

A

18"

CUT WARNING

TAPE AS

NECESSARY

36"

6"

NO. 6 STRANDED

COPPER GROUND WIRES

SHALL BE EXOTHERMAL

WELDED TO GROUND RODS.

GRAVEL

EXISTING

TONE WIRE

1" CONDUIT

5

8

" GROUND ROD

(DO NOT CUT)

(COPPER CLAD)

FIBER OPTIC

PULL BOX

SPLICE ENCLOSURE

2-1" CONDUITS

FROM DEVICE

CABINET

EXISTING

TONE WIRE

(DO NOT CUT)

EXISTING HDPE

DUCT BANK

(9 RUNS)

20" MIN.

BEND RAD.

(TYP.)

A

TONE WIRE FROM DEVICE CABINET

WITH 3M DBR-6 SPLICE KIT

EXIST.

GROUND

12 FIBER

DROP CABLE

SPARE

72 FIBER

FEEDER CABLE

FIBER OPTIC

PULL BOX

GRAVEL

COIL APPROXIMATELY

5' OF TONE WIRE IN

PULL BOX

EXISTING HDPE

DUCT BANK

(9 RUNS)

SPLICE ENCLOSURE

TONE WIRE FROM DEVICE

CABINET WITH 3M DBR-6

OR DBY-6 SPLICE KIT

20" MIN.

BEND RAD.

(TYP.)

EXISTING

TONE WIRE

(DO NOT CUT)

2-1" CONDUITS FROM

DEVICE CABINET

SECTION A-A

F.O.N. CONDUIT BREAK-IN DETAIL UNDERGROUND

N.T.S.

NOTES:

1.

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING CONDUIT OR F.O.N. CABLE

AND TONE WIRE. ANY DAMAGE SHALL BE REPLACED IN KIND AT THE CONTRACTORS

EXPENSE.

2.

EXTEND THE BLUE CONDUIT INTO THE PULL BOX FOR THE FEEDER CABLE.

3.

INSTALLATION OF PULL BOX, ASSOCIATED EQUIPMENT AND MATERIALS SHALL BE PAID

UNDER PAY ITEM 635-1-15.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633, 635, AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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USER: lyfe6246 3/30/2015

CENTRAL

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7:51:01 AM

FIBER OPTIC PULL BOX

DETAILS (BACKBONE

TO DEVICE)

SHEET

NO.

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REFERENCE NOTES:

1

INSTALL FIBER OPTIC CABLE

OWENS-CORNING 72-ROUND SINGLE MODE.

2

LEAVE 100' OF SLACK FIBER OPTIC CABLE

COILED UNDER RAISED FLOOR.

3

LEAVE 100' OF SLACK FIBER OPTIC CABLE

COILED IN UTILITY VAULT.

FO CABLE

EXTERIOR WALL

3 - 1" DUCTS SPARE

SEAL WITH 1"

SNUG PLUGS

CONCRETE

SLAB

4" PVC

DUCT

ORGANIZED

RADIO DETECTION SIDE LEG TERMINATOR

TONE WIRE

RAISED

ACCESS

FLOOR

4" R.G.S.C.

STUB 6"

ABOVE SLAB

4"x4"

ELECTRICAL

J-BOX

FIBER OPTIC CONDUIT UNDERGROUND ENTRANCE

N.T.S

2

1/2" PVC

SIDEWALK

WARNING

TAPE

SPLICE TO

TRUNK - LINE TONE WIRE

6" PVC

1

TERMINATOR

AT MANHOLE

4' W x 6'-6" L x 6'-6" H

UTILITY VAULT

SEE PLANS FOR LOCATION

LOCATING

TONE WIRE

3

OLDCASTLE FON

UTILITY VAULT

MODEL 'A' OR

APPROVED EQUAL

6" PVC SPLIT

SLEEVE

4" RGC SWEEP

36" RADIUS

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633, 635, 636, AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY

2'-0"

TYP

PVC ADAPTER

SEE PLANS

1-4" SCHEDULE 40

PVC W/4-1" HDPE

INNERDUCTS

FIBER OPTIC CONDUIT JUNCTION BOX ENTRANCE

N.T.S

DESCRIPTION

TIE IN 4" PVC

TO 4" TERMINATOR

AT MANHOLE

9-1" INNERDUCT ORGANIZER

CONCRETE

GROUT

NOTES:

1.

HAND DIG AS NEEDED TO EXPOSE ANY EXISTING UTILITIES.

2.

PVC AT 36" DEPTH MINIMUM.

3.

IF CONDUIT TO BE INSTALLED IS LESS THAN 36" DEEP: USE HDPE SDR

11.

4.

ALL CONCRETE PENETRATIONS AROUND CONDUITS SHALL BE WATERPROOF.

5.

LATERAL TONE WIRE SHALL BE LOCATED IN 4" CONDUIT BETWEEN THE

MANHOLE AND THE FIBER OPTIC PULL BOX (SEE DETAIL). LATERAL TONE

WIRE SHALL BE SPLICED TO BACKBONE TONE WIRE.

6.

100' OF FIBER OPTIC CABLE SLACK SHALL BE COILED AND PLACED ON A

RACK SHELF WITHIN EACH MANHOLE VAULT.

7.

TERM "UTILITY VAULT" AND "MANHOLE" ARE THE SAME FOR THE

AUTHORITY.

8.

REFER TO CFX'S SPECIFICATION #636 AND #638 FOR FIBER OPTIC DUCT

INSTALLATION.

9.

THE CFX FON O&M CONTRACTOR SHALL PERFORM ALL NECESSARY RACK

AND EQUIPMENT INSTALLATION INSIDE RAMP TOLL PLAZA.

FOR INFORMATIONAL PURPOSES ONLY

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7:51:01 AM

FIBER OPTIC CONDUIT

JUNCTION BOX DETAIL

SHEET

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EDGE OF SHOULDER PAVEMENT

HDPE

A

36" MIN.

A

H

4'x4'x4'

MANHOLE

GUARD RAIL

LATERAL CONDUIT FROM MANHOLE DETAIL

ST./LT. CIRCUIT

E

4" SCH 40 PVC

36" MIN.

4" SCH 40 PVC

4' OF 6"

HDPE SDR 11

SEE NOTE 1

24" MIN.

36" MIN.

GUARD RAIL

4" SCH 40 PVC

6' RAD. 90° BEND

HDPE

4" SCH 40 PVC

6' RAD. 90° BEND

H

B

4'x6.5'x6.5'

MANHOLE

4" SCH 40 PVC

6' RAD. 90° BEND

HDPE

B

H

EDGE OF TRAVEL LANE

TOP OF SHOULDER PAVEMENT

PLAN VIEW

N.T.S.

TOP OF SHOULDER PAVEMENT

EDGE OF SHOULDER PAVEMENT

EXISTING GROUND LINE

36"

MIN.

24" MIN.

36" MIN.

SEAL

CONDUIT

4' OF 6" HDPE SDR 11

6" SCH 40 PVC

TERMINATOR

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633, 636 AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY

FIBER OPTIC

MANHOLE

SECTION A-A

N.T.S.

DESCRIPTION

TRAVEL LANE

4" SCH. 40 PVC

TERMINATOR

1" HDPE FOR TONE WIRE

8-1" HDPE

H

H

H

H

H

FIBER OPTIC

MANHOLE

SECTION B-B

N.T.S.

H

H

H

H

H

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

4" SCH 40 PVC

6' RAD. 90° BEND

1" HDPE

FOR TONE WIRE

8-1" HDPE

NOTES:

1.

THE 4" LATERAL CONDUIT SHALL EXTEND A MINIMUM OF

36" BEHIND ANY ABOVE OR BELOW GROUND OBSTRUCTION.

2.

4" LATERAL CONDUIT SHALL BE EQUIPPED WITH 2-1"

HDPE.

3.

LATERAL CONDUITS SHALL BE SEALED IN MANHOLE AND

AT END OF CONDUIT.

4.

ALL MANHOLES INSTALLED UNDER THE PAVED SHOULDER

REQUIRE 4" LATERAL CONDUIT AS SHOWN IN DETAILS

ABOVE.

5.

PAYMENT FOR THE 4" SCH. 40 PVC 90° SWEEP LATERAL

CONDUIT & 6" HDPE SDR 11 SHALL BE CONSIDERED

INCIDENTAL TO THE COST OF THE MANHOLE AND SHALL

BE INCLUDED IN THE COST OF THE MANHOLES.

CENTRAL

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FIBER OPTIC MANHOLE

STUBOUT DETAIL

SHEET

NO.

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1" FLEXIBLE METAL CONDUIT TO

FIBER OPTIC TERMINATION CABINET

EXTERIOR WALL

1" PVC FEMALE ADAPTOR

FO CABLE

3 - 1" DUCTS SPARE

SEAL WITH 1"

SNUG PLUGS

CONCRETE

SLAB

#6 GROUND WIRE TO

GROUND BUS

4" PVC

DUCT

ORGANIZER

RAISED

ACCESS

FLOOR

4" R.G.S.C.

STUB 6"

ABOVE SLAB

4"x4"

ELECTRICAL

J-BOX

COILED TONE WIRE

36" SLACK

FIBER OPTIC CONDUIT UNDERGROUND ENTRANCE

N.T.S

1/2" PVC

SIDEWALK

WARNING

TAPE

SPLICE TO

TRUNK - LINE TONE WIRE

LOCATING

TONE WIRE

6" PVC

TERMINATOR

AT MANHOLE

4' W x 6'-6" L x 6'-6" H

UTILITY VAULT

SEE PLANS FOR LOCATION

BACKBONE TONE WIRE

6" PVC SPLIT

SLEEVE

4" RGC SWEEP

36" RADIUS

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

633, 635, 636, AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY

2'-0"

TYP

PVC ADAPTER

SEE PLANS

1-4" SCHEDULE 40 PVC

W/4-1" HDPE INNERDUCTS

4" DUCT

ORGANIZER

9 - 1"

INNERDUCT

ORGANIZER

CONCRETE

GROUT

FIBER OPTIC CONDUIT JUNCTION BOX ENTRANCE

N.T.S

DESCRIPTION

TIE IN 4" PVC

TO 4" TERMINATOR

AT MANHOLE

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

NOTES:

1.

2.

3.

HAND DIG AS NEEDED TO EXPOSE ANY EXISTING UTILITIES.

PVC AT 36" DEPTH MINIMUM.

IF CONDUIT TO BE INSTALLED IS LESS THAN 36" DEEP:

A.

B.

USE RGC OR

CONCRETE ENCASED WITH 3" OF 3000 PSI CONCRETE

4.

5.

ALL CONCRETE PENETRATIONS AROUND CONDUITS SHALL BE WATERPROOF.

PAYMENT FOR THE 9-1" INNERDUCT ORGANIZER SHALL BE CONSIDERED

INCIDENTAL TO THE COST OF FON SYSTEM INSTALLATION.

6.

LATERAL TONE WIRE SHALL BE LOCATED IN THE 4" CONDUIT BETWEEN THE

MANHOLE AND THE FIBER OPTIC PULL BOX. SEE DETAIL. LATERAL TONE WIRE

SHALL BE PULLED WITH THE INTERDUCT AND SHALL BE SPLICED TO THE

BACKBONE TONE WIRE.

7.

ALL CONDUITS TO EXTEND A MINIMUM OF 12" FROM THE INNERDUCT

ORGANIZER.

CENTRAL

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7:51:02 AM

FIBER OPTIC NETWORK

TOLL PLAZA ENTRANCE

DETAIL

SHEET

NO.

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TYPICAL CONCRETE PAD DETAIL ON SLOPES

N.T.S.

DIRECTION OF TRAVEL

ELECTRICAL

PULL BOX

4'

CONCRETE PAD

1' 2' 1'

1' 2' 1'

POLE MOUNTED

CABINET

1' 3' 1'

1'

2'

1' 6'

FIBER OPTIC

PULL BOX

NOTES:

1.

NUMBER OF PULL BOXES AND CONFIGURATION TO BE PER PLANS.

MINIMUM SPACING IS TO BE MAINTAINED AS SHOWN.

2.

PULL BOX ON SLOPE MAY BE MOVED TO FLAT GRADE, BUT SLOPE

PROTECTION IS TO REMAIN FOR EROSION CONTROL.

3.

CONCRETE REINFORCEMENT TO BE PER INDEX 17500.

*VARIES: TO TIE INTO MISC. ASPHALT

ROADWAY

GUARD RAIL

5'

VARIES

TYPE 336S POLE MOUNTED CABINET

FIBER OPTIC/ELECTRICAL

PULL BOXES

SEE DETAIL

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

635 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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TYPICAL CONCRETE PAD

DETAIL FOR SLOPES

SHEET

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CONCRETE MOW PAD DETAILS

N.T.S.

STEEL POLE

3"

3'-6"

1'-3"

6'

3'-6" 1'-3"

3"

CONCRETE BASE

CONCRETE APRON

3'-6"

POLE MOUNTED

CABINET

3"

1'

2'

1'

PULL BOX

1' 1' 1' 2' 1'

3'

1'

3"

8'

FIBER OPTIC

PULL BOX

2'

6'

2'

6"

2'-6"

BASE MOUNTED

CABINET

1'

1'

2'

1'

PULL BOX

1' 1' 1' 2' 1'

2'

6"

2'-6"

1'

3'

1'

8'

FIBER OPTIC

PULL BOX

CONCRETE APRON

STEEL POLE

POLE MOUNTED CABINET

PULL BOX

PULL BOX

PULL BOX

7'

3"

1'

4'

3'-6"

2'

STEEL POLE

3"

1'

3"

3'-6"

1'

1'

CONCRETE BASE

3"

3"

6'

POLE MOUNTED

CABINET

3'-6"

CONCRETE APRON

ELECTRICAL

PULL BOX

COMPOSITE PULL BOX

3"

1'

1'

1'

1'

1'-9"

1' 2'

3'-6"

1' 2'

1'-9"

1'

3'-6"

3'

1'

CONCRETE BASE

3"

3"

8'

CONCRETE APRON

FIBER OPTIC

PULL BOX

1'

4'

2' 1'

CONCRETE APRON

1'

1'

1'

1'

1'

5'

1'

5'

2' 1'

1'

1'

1'

CONCRETE APRON

3'

PULL BOX

5'

1'

CONCRETE APRON

1'

5'

3'

FIBER OPTIC

SPLICE VAULT

3'

1'

5'

FIBER OPTIC

PULL BOX

1'

1'

CONCRETE APRON

4'

2'

1'

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

635 FOR ADDITIONAL INFORMATION.

DATE BY

NOTES:

1.

CONCRETE REINFORCEMENT TO BE PER INDEX 17500.

DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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TYPICAL CONCRETE PULL

BOX MOW PAD DETAILS

SHEET

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TOP VIEW

29.5"

REMOVABLE TOP CAP

CAST ALUMINUM POLE TOP JUNCTION BOX

STABILIZING WEIGHTS

GALVANIZED CAST IRON

10.0

STRAIN RELIEF POINTS

LATCH

SIDE

HINGE

SIDE

TWO PIECE

ALUMINUM

JUNCTION BOX

WIRE TERMINATIONS, SPLICING

AND/OR CONNECTOR BY CONTRACTOR UNLESS

PRE-WIRED PER SPEC

POLE FITTER

3/8" S.S.

U-BOLT CLAMPS

2-1/2" SQUARE DIVIDED

SUPPORT ARM

POWER & SIGNAL WIRES

U-BOLT

CLAMPS

3/8" S.S.

CAST ALUMINUM

DISCONNECT UNIT FITTER

VENT

TAPPED HOLE

1-1/2" NPT

CABLE STRAIN RELIEF

IN POLE BY OTHERS

NOTES:

1.

INTERNAL CAMERA SUPPLY CABLES RUN THROUGH THE INSIDE OF THE POLE SHALL BE INSTALLED THROUGH EYE HOOKS TO

PREVENT INTERFERENCE WITH LOWERING MECHANISM CABLE, UNLESS OTHERWISE NOTED.

2.

3.

CAMERA LOWERING DEVICE DETAILS ARE REPRESENTATIVE AND DO NOT REFLECT ACTUAL ENGINEERING DESIGN.

LOWERING ARM SHALL BE MOUNTED PERPENDICULAR TO THE ROADWAY OR AS SHOWN IN THE PLANS OR AS DIRECTED BY THE

AUTHORITY. THE CCTV POLE SHALL BE POSITIONED SO THAT THE DOME ENCLOSURE CAN BE SAFELY LOWERED ON THE

OPPOSITE SIDE OF THE HAND CRANK.

4.

CAMERA LOWERING SYSTEM, [MG]2 INC. MODEL NOS. (DESIGNER TO ENTER MODEL # BASED OFF CFX SPECIFICATIONS) TO

INCLUDE POLE TOP J-BOX, MOUNTING HARDWARE, LOWERING CABLE, MOLDED HYPALON CONTACT BLOCK, CAMERA J-BOX,

HOUSING, CUSTOM 50 FT.

5.

CAMERA LOWERING DEVICE TO BE SHIPPED READY FOR POLE ATTACHMENT TO INCLUDE 50 FT. OF COMPOSITE POWER AND

SIGNAL CABLE PRE WIRED TO LOWERING DEVICE AT THE FACTORY.

6.

[MG]2 INC. PART NO. LWR5-100 FOR THE PORTABLE LOWERING TOOL WITH BOTH MANUAL HAND CRANK AND A PORTABLE

ELECTRIC DRILL MOTOR WITH CUSTOM CLUTCH ADAPTER. ONE LOWERING TOOL PER EVERY 10 POLES IS REQUIRED.

7.

[MG]2 INC. PART NO. CLDMG2-ON SITE IS FOR ON SITE INSTALLATION/OPERATION INSTRUCTION AND CERTIFICATION. THIS

ENSURES THE PRODUCT IS ASSEMBLED CORRECTLY AND MORE IMPORTANTLY ALL NECESSARY PERSONS ARE TRAINED IN THE

PROPER SAFE OPERATION OF THE SYSTEM. PRIOR TO ERECTING THE FIRST POLE THE CONTRACTOR MUST CONTACT THE

LOWERING DEVICE SUPPLIER AND SCHEDULE FOR A FACTORY REPRESENTATIVE TO BE ON SITE.

8.

SPD DEVICES SHALL BE MANUFACTURED BY APT (ADVANCED PROTECTION TECHNOLOGIES). FOR SPD 4, SPD 5, SPD 6, AND

SPD 8 ARE LISTED ON THE CAMERA JUNCTION BOX WIRING DETAIL.

9.

DIN RAIL #21608 SHOULD BE ELECTRICALLY GROUNDED TO THE STABILIZING WEIGHT BY A #6 WIRE FROM THE END OF THE

DIN RAIL TO A RING TERMINAL TO THE WEIGHT VIA SCREW.

DATE BY

BOTTOM VIEW

CAMERA JUNCTION BOX

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

TRANSITION TO PVC CONDUIT

1 1/4" PVC CONDUIT SHALL BE

FURNISHED AND INSTALLED

BY THE CONTRACTOR

FOR INFORMATIONAL PURPOSES ONLY

DISCONNECT UNIT

PULLEY

SELF LUBRICATING WITH

SINTERED BRONZE

BUSHING

HIGH STRENGTH 3-WAY

TRACKING GUIDE AND

SUPPORT

CABLE STOP BLOCK

1-1/4" CUSTOM CONDUIT

MOUNT ADAPTER BY

LOWERING DEVICE PROVIDER.

MIL-GRADE MOLDED

HYPALON SOCKET

CONNECTOR

DISCONNECT UNIT COVER

CONTROL CABLE

S.S. 1/8"

MULTIPLE CONTACT CONNECTOR

7x19 AIRCRAFT CABLE

BREAKING STRENGTH

LOWER CONTACT ASSEMBLY

SEALING GASKET RING

1741 LBS

CAMERA JUNCTION BOX

AND STABILIZING WEIGHT

20 MULTI-CONTACT CAMERA POWER

AND SIGNAL WIRES

(CONNECTOR BY CAMERA MANUFACTURER)

CAMERA MOUNTING FLANGE ATTACHMENT

(PROVIDED BY CAMERA MANUFACTURER)

SPDs TO BE MOUNTED ON DIN RAIL,

APT

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SPD 5

SPD 6

SPD 8

PULLEY

SELF LUBRICATING WITH

SINTERED BRONZE

BUSHING

EPDM O-RING SEAL

SPUN ALUMINUM COVER

GUIDE PIN

DOUBLE SUPPORT ARMS

STRAIN RELIEF FITTING

PROVIDES WATERTIGHT SEAL

SPD 4

U-BOLT

SEE DETAIL 2 OF 2

APT POWER SPD

CCTV CAMERA LOWERING

DEVICE DETAIL (1 OF 2)

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HINGE (TYP.)

1/2" DIA. U-BOLT

SPDEE NIPPLE

4-1/2"

4-1/2"

NUT (TYP.)

ENCLOSURE

WALL

SPDEE SURGE

SUPPRESSOR

P

P

U

P

U

P

N

L

G

L

L

SPD

EE

U-BOLT DETAIL

TOP VIEW

N.T.S.

2-1/2" DIA. HOLE

LOCKNUT (TYP.)

1/2" U-BOLT

UP

UP

P

LEGEND

DIN RAIL SPD

P IN-LINE COAX SPD

TERMINAL CONNECTOR

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

LOCK-SCREW

LOWER PORTION OF ENCLOSURE

9-1/2" DIAMETER

TOP VIEW

N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

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CCTV CAMERA LOWERING

DEVICE DETAIL (2 OF 2)

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FROM CABINET-

COMPOSITE CABLE CAMERA JUNCTION BOX WIRING DIAGRAM

N.T.S.

Wire #10

Wire #13

Wire #9

ADVANCED PROTECTION

TECHNOLOGIES MODEL

NO. S50A120V1PND W/ SKIT1

(SPD 4) 115 VAC - Blk #22

AC Ground - Grn #22

AC Neutral - Wht #22

Wire #2

Wire #3

Wire #4

Wire #1

Wire #14

ADVANCED PROTECTION

TECHNOLOGIES MODEL

NO. RS422/D1

(SPD 6)

Rx+ - Wht #26

Rx- - Blk #26

Tx+ - Red #26

Tx- - Grn #26

Data Ground

Blu #26

Coax

ADVANCED PROTECTION

TECHNOLOGIES MODEL

NO. BNCA10kA

(SPD 5)

Coax

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION

DATE BY

Coax to Twisted Pair

Converter

DESCRIPTION

Wire #1

Wire #2

Wire #3

Wire #4

ADVANCED PROTECTION

TECHNOLOGIES MODEL

NO. SCAT5

(SPD 8)

Tx+ - Wht #24

Tx- - Org #24

Rx+ - Wht/Grn #24

Rx- - Grn #24

D E F H L

A

P R S N M T G U

TO CAMERA

FOR INFORMATIONAL PURPOSES ONLY

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CCTV CAMERA JUNCTION

BOX WIRING DETAIL

SHEET

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CONCRETE POLE, PRE-STRESSED

TYPE N-II, 6" x 6" x 8' LONG

NOTES:

1.

ALL OPENINGS SHALL BE SEALED TO PREVENT WATER PENETRATION INTO MANHOLE.

2.

A FOUR DUCT ORGANIZER SHALL BE INSTALLED WHERE REQUIRED. COST SHALL BE

INCLUDED WITH PAY ITEM 638-001-0411. IF CORING FOR THE 4" TERMINATOR IS REQUIRED,

IT SHALL ALSO BE INCLUDED WITH PAY ITEM 638-001-0411.

MANHOLE BREAK-IN DETAIL

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

635, 636, AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY

FROM CAMERA

SITE

REMOVE 4" TERMINATOR

AND INSTALL A 4 DUCT

ORGANIZER, PLUG

UNUSED OPENINGS

DESCRIPTION

EXISTING 9 X 1"

HDPE DUCT BANK

EXIST. 6"

TERMINATOR

METER AS REQUIRED,

HEIGHT SPECIFIED BY

POWER COMPANY

#6 AWG INSULATED COPPER GROUND WIRE

IN

2

" RIGID GALVANIZED STEEL CONDUIT

PULL BOX

(SEE FDOT STANDARD

INDEX 17503)

EXIST.

GROUND

NO. 6 STRANDED

COPPER GROUND WIRES

SHALL BE EXOTHERMAL

WELDED TO GROUND RODS.

FROM

POWER SUPPLY

5

8

" GROUND ROD

(COPPER CLAD)

GRAVEL

NOTES:

NEMA 3R, 6 POLE

MAIN DISCONNECT

WITH 40A MAIN

BREAKER

SPD

RIGID GALVANIZED STEEL

CONDUIT ON ALL ABOVE

GROUND

INSTALLATIONS

TO CCTV OR DCS

CABINET

1.

2.

THE ENCLOSURE SHALL BE NEMA 3R, POLE MOUNTED, RAIN-TIGHT.

THE ENCLOSURE DOOR SHALL BE LOCKABLE BY PADLOCK AND FOUR KEYS SHALL BE PROVIDED TO THE

MAINTAINING AGENCY. THE DOOR SHALL HAVE A MINIMUM OF THREE HINGES AND BE LATCH ABLE.

SCREWS SHALL NOT BE USED TO ATTACH DOOR.

3.

4.

480 V MINIMUM RATING BOLT-IN TYPE BREAKERS SHALL BE USED.

BUSBAR TO BE COPPER COATED AND HAVE A MINIMUM RATING OF 100 AMPS. WHEN THE BREAKER

EXCEEDS 100 AMPS BUSBAR TO MATCH BREAKER AMPERAGE.

5.

6.

7.

8.

9.

10.

11.

THE ENCLOSURE TO BE RIGIDLY ATTACHED TO POLE FACE.

A 600 V SPD SHALL BE WIRED INSIDE THE ENCLOSURE MOUNTED ACCORDING TO INDEX 17736.

A MAIN BREAKER IS REQUIRED IN ALL SERVICE PANELS WITH TWO OR MORE BRANCH BREAKERS.

ALL SERVICE EQUIPMENT SHALL BE U.L. APPROVED.

ALL EDGES TO HAVE

TOP HOLE WILL BE

1

2

7

16

" CHAMFER.

"

16

" CAST OR DRILLED THROUGH POST 4" FROM END.

MOUNT METER BASE ON 1" X

1

2

" KINDORF CHANNEL OR EQUAL. DO NOT DRILL OR PUNCH HOLES IN METER

BASE. USE PROVIDED KNOCKOUTS.

12.

MOUNT KINDORF CHANNEL USING

1

2

" BOLT THROUGH POST OR LEAD ANCHOR AND BOLT. DO NOT USE

POWER GUN TO SHOOT FASTENERS INTO POST. DO NOT USE PLASTIC ANCHORS.

13.

14.

15.

VERTICAL DIMENSION BETWEEN KINDORF CHANNEL TO MATCH MOUNTING BOLTS IN METER BASE.

KINDORF CHANNEL IS NOT TO EXTEND PAST SIDES OF METER BASE.

WHEN MANUFACTURING POST, SECOND MOUNTING HOLE AND KINDORF CHANNEL INFORMATION DOES NOT

APPLY.

16.

USE 4500 PSI CONCRETE WITH (4) #4 REBARS SPACED IN A 4" X 4" SQUARE CENTERED IN THE POST.

SERVICE POINT DETAIL

N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

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KEYED NOTES:

1

2

3

3A

4

4A

PULL BOX.

METER SOCKET BY CONTRACTOR

METER BY POWER COMPANY

#6 INSULATED COPPER GROUND WIRE IN 1/2" RIGID

GALVANIZED STEEL OR BARE WIRE IF UNDERGROUND

#2 INSULATED COPPER GROUND WIRE IN 1/2" RIGID

GALVANIZED STEEL OR BARE WIRE IF UNDERGROUND

COPPER CLAD GROUND ROD 5/8" DIA. MEETING REQUIREMENTS

PER ITS DETAILS, THIS SHEET AND THE SPECS.

COPPER CLAD GROUND ROD 5/8" DIA. 40' LONG

5A TYPE 336S CABINET W/CIRCUIT BREAKER

5B

5C

6

SERVICE PANELBOARD (TO INCLUDE BREAKERS PER PLANS)

NEMA 3R ENCLOSURE

7A

7B

LIGHTNING ARRESTOR

MAIN CIRCUIT BREAKER 100A, TWO POLE, 120/240 VAC.

MAIN CIRCUIT BREAKER 200A, TWO POLE, 120/240 VAC.

7C MAIN CIRCUIT BREAKER 100A, TWO POLE 240/480 VAC.

7D MAIN CIRCUIT BREAKER 200A, TWO POLE 240/480 VAC.

7E MAIN CIRCUIT BREAKER 100A, 0NE POLE 480/GND VAC.

7F MAIN CIRCUIT BREAKER 200A, ONE POLE 480/GND VAC.

8A XFMR (5 KVA), STEP-DOWN, 480 PRIMARY, 120 SECONDARY

8B XFMR (7.5 KVA)

8C XFMR (10 KVA)

8D

8E

9A

9B

9C

9D

9E

9F

9G

9H

9I

9J

9K

9L

9M

9N

9O

9P

XFMR (25 KVA)

15A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

15A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

20A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

20A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

25A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

25A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

30A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

30A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

35A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

35A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

40A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

60A, 120VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

15A, 240/480VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

30A, 240/480VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

60A, 240/480VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

100A, 240/480VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

10A

XFMR (15 KVA)

10B

1" SCHEDULE 40 PVC CONDUIT

1.25" SCHEDULE 40 PVC CONDUIT

10C

11A

2" SCHEDULE 40 PVC CONDUIT

1" RIGID GALVANIZED STEEL CONDUIT

1.25" RIGID GALVANIZED STEEL CONDUIT 11B

11C

12A

2" RIGID GALVANIZED STEEL CONDUIT

120/240VAC TVSS MODEL 11214

12B 240/480VAC TVSS MODEL 11229

NOTES:

1. CONDUCTOR SIZE AND QUANTITY VARIES. SEE PLAN SHEETS.

2. FIBER CONDUIT & PULL BOXES NOT SHOWN FOR CLARITY.

3. POWER SERVICE DETAILS PROVIDED FOR ALL NEW POWER

SERVICE LOCATIONS AND LOCATIONS REQUIRING NEW TRANSFORMERS.

DATE BY DESCRIPTION

REVISIONS

DATE BY

REFER TO FDOT SPECIFICATION SECTION

785 FOR ADDITIONAL INFORMATION.

(240/480V)

10C

4A

1

10C 11C

9N

3

POWER POLE

EXISTING

TRANSFORMER

(240/480 VOLTS)

TYPE II

12' SERVICE

POLE

POWER

COMPANY

PEDESTAL

2

9N

1

11C

10C

3

10C

DESCRIPTION

4A

11C

12A

5B

10C

1

3

2

12A

4A

3

5B 7C

20/2

20/2

20/2

POWER SERVICE DETAIL

LOAD CENTER

9C

10C

11C

8A

10C 11C

10C 11C

1

3

4A

5A

DCS XXX-XX.X

20/1

20/1

TOTAL CONNECTED LOAD: 3 KVA

11C 10C

11C 10C

11C

10C

1

10C

ONE LINE DIAGRAM

STATIC SIGN STRUCTURE

TYPE II

12' SERVICE

POLE

9C

10C

1

11C

10C

3

3A

10C

5A

11C

DCS

10C

1

10C 11C

9C

TYPE II

12' SERVICE

POLE

9C

1

11C

10C

3

3

1

3A

10C 11C

9C

4

11C

8A

10C 11C

11C

8A

10C 11C

4A

5A

8A

11C

11C

10C

3A

3

4A

5A

TMS XXX-XX.X

20/1

TOTAL CONNECTED LOAD: 3 KVA

1

3A

4

TMS

TYPE II

12' SERVICE

POLE

TMS

9C

11C

10C

3

5C

TMS XXX-XX.X

20/1

3A

5A

4

TMS XXX-XX.X

20/1

TOTAL CONNECTED LOAD: 3 KVA

3A 4

5A

8A

11C

11C

10C

3A

4A 4A 4 4A 4

4

SERVICE DETAIL

FOR INFORMATIONAL PURPOSES ONLY

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KEYED NOTES:

1 PULL BOX

2 METER SOCKET BY CONTRACTOR

3

#6 INSULATED COPPER GROUND WIRE IN •" RIGID

GALVANIZED STEEL OR BARE WIRE IF UNDERGROUND

3A #2 TIN-PLATED BARE SOLID COPPER GROUNDING WIRE

4

COPPER CLAD GROUND ROD 5/8 " DIA. MEETING

REQUIREMENTS PER ITS DETAILS, THIS SHEET

AND THE SPECS.

4A COPPER CLAD GROUND ROD 5/8 " DIA. 40' LONG

5A TYPE 336S CABINET W/CIRCUIT BREAKER

5B NEMA ENCLOSURE

6A XFMR (5 KVA) (120/240V PRIMARY, 240/480V SECONDARY)

6B XFMR (5 KVA) (120/240V PRIMARY, 480V/GND SECONDARY)

6C XFMR (5 KVA) (120/240V PRIMARY, 600V/GND SECONDARY)

6D XFMR (7.5 KVA) (120/240V PRIMARY, 240/480V SECONDARY)

6E XFMR (7.5 KVA) (120/240V PRIMARY, 480V/GND SECONDARY)

6F

XFMR (7.5 KVA) (120/240V PRIMARY, 600V/GND SECONDARY)

6G XFMR (5 KVA) (120/240V SECONDARY, 240/480V PRIMARY)

6H XFMR (5 KVA) (120/240V SECONDARY, 480V/GND PRIMARY)

6I XFMR (5 KVA) (120/240V SECONDARY, 600V/GND PRIMARY)

6J XFMR (7.5 KVA) (120/240V SECONDARY, 240/480V PRIMARY)

6K XFMR (7.5 KVA) (120/240V SECONDARY, 480V/GND PRIMARY)

6L XFMR (7.5 KVA) (120/240V SECONDARY, 600V/GND PRIMARY)

7A

7B

7C

7D

7E

7F

7G

7H

20 AMP-2 POLE, 120/240V MAIN CIRCUIT BREAKER

METALLIC ENCLOSURE

30 AMP-2 POLE, 120/240V MAIN CIRCUIT BREAKER

METALLIC ENCLOSURE

40 AMP-2 POLE, 120/240V MAIN CIRCUIT BREAKER

METALLIC ENCLOSURE

50 AMP-2 POLE, 120/240V MAIN CIRCUIT BREAKER

METALLIC ENCLOSURE

60 AMP-2 POLE, 120/240V MAIN CIRCUIT BREAKER

METALLIC ENCLOSURE

20 AMP-2 POLE, 600V MAIN CIRCUIT BREAKER

METALLIC ENCLOSURE

30 AMP-2 POLE, 600V MAIN CIRCUIT BREAKER

METALLIC ENCLOSURE

40 AMP-2 POLE, 600V MAIN CIRCUIT BREAKER

METALLIC ENCLOSURE

8A 40 AMP, 120/240V NON-FUSED DISCONNECT

8B 50 AMP, 120/240V NON-FUSED DISCONNECT

8C 60 AMP, 120/240V NON-FUSED DISCONNECT

8D 80 AMP, 120/240V NON-FUSED DISCONNECT

8E 100 AMP, 120/240V NON-FUSED DISCONNECT

8F 40 AMP, 120V NON-FUSED DISCONNECT

8G 20 AMP, 600V NON-FUSED DISCONNECT

9 2" HDPE CONDUIT

10A 2" RIGID GALVANIZED STEEL CONDUIT

10B 1.5" RIGID GALVANIZED STEEL CONDUIT

11 SURGE ARRESTOR

12 1" FLEX CONDUIT

10A

10A

2

12

8B

120/240 VOLTS

POWER COMPANY

3A

12

11

7D

40AMP

2-POLE MAIN

15/1 CKT 1

3A

10A 9

1

4

3A

POWER SERVICE

LOAD CENTER

POWER

COMPANY

DUKE ENERGY

10 KVA XFMR

BY DUKE

ENERGY

1

NOTES:

1. CONDUCTOR SIZE AND QUANTITY VARIES. SEE

PLAN SHEETS.

2. DISCONNECT MAY NOT BE VISIBLE ON SERVICE

DETAIL IF MOUNTED ON THE BACK OF THE POLE.

3. PULL BOXES LOCATION AND QUANTITY VARIES. SEE

PLAN SHEETS.

DATE BY

REVISIONS

DESCRIPTION

REFER TO FDOT SPECIFICATION SECTION

785 FOR ADDITIONAL INFORMATION.

DATE BY

3A

4

DESCRIPTION

9

2

10A

12

7C

12' PEDESTAL

SERVICE POLE

11

10A 10B

1

9

3A

4

POWER SERVICE DETAIL

LOAD CENTER

9

ONE LINE DIAGRAM

SERVICE DETAIL

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

1

9

10A

8F

12

3A

5A

CCTV XXX-XX.X

15/1

4

3A

TOTAL CONNECTED LOAD: 1.8 KVA

LHUB XXX-XX.X

CCTV XXX-XX.X

LHUB XXX-XX.X

5A

12

8F 5B

10A 10B

3A

4

1

CENTRAL

FLORIDA

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SERVICE POINT DETAIL (3 OF 3)

SHEET

NO.

F-6

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_F06_V04.dgn

CAST ALUMINUM

DISCONNECT UNIT FITTER

PULLEY

SELF LUBRICATING WITH

SINTERED BRONZE BUSHING

HIGH STRENGTH 3-WAY

TRACKING GUIDE AND SUPPORT

DISCONNECT UNIT

MIL-GRADE MOLDED

HYPALON SOCKET CONNECTOR

DISCONNECT UNIT COVER

MULTIPLE CONTACT CONNECTOR

LOWER CONTACT ASSEMBLY

SEALING GASKET RING

CAMERA JUNCTION BOX

AND STABILIZING WEIGHT

20 MULTI-CONTACT CAMERA

POWER

AND SIGNAL WIRES

(CONNECTOR BY CAMERA

MANUFACTURER)

CAMERA MOUNTING FLANGE

ATTACHMENT

(PROVIDED BY CAMERA

MANUFACTURER)

DUAL CAMERA LOWERING SYSTEM

N.T.S.

REMOVABLE TOP CAP

41.50"

STRAIN RELIEF POINTS

WIRE TERMINATIONS, SPLICING

2-1/2" SQUARE DIVIDED

AND/OR CONNECTOR BY

CONTRACTOR UNLESS

SUPPORT ARM

POWER & SIGNAL WIRES

PRE-WIRED PER SPEC

U-BOLT

CLAMPS

3/8" S.S.

3/8" S.S.

U-BOLT

CLAMPS

POLE

FITTER

SPD 5

SPD 6

SPD 8

EPDM O-RING SEAL

CABLE STRAIN RELIEF

IN POLE BY OTHERS

SPUN ALUMINUM COVER

TRANSITION TO PVC CONDUIT

GUIDE PIN

1 1/4" PVC CONDUIT SHALL BE

FURNISHED AND INSTALLED

BY THE CONTRACTOR

DOUBLE SUPPORT ARMS

STRAIN RELIEF FITTING

PROVIDES WATERTIGHT SEAL

SPD 4

SPDs TO BE MOUNTED ON DIN RAIL,

APT

POWER

SPD

CAST ALUMINUM POLE TOP JUNCTION BOX

41.50"

WIRE TERMINATIONS, SPLICING

AND/OR CONNECTOR BY CONTRACTOR UNLESS

PRE-WIRED PER SPEC

2-1/2" SQUARE DIVIDED

SUPPORT ARM

POLE FITTER

POWER & SIGNAL WIRES

3/8" S.S.

U-BOLT

U-BOLT

CLAMPS

CLAMPS

3/8" S.S.

CAST ALUMINUM

DISCONNECT UNIT FITTER

PULLEY

DISCONNECT UNIT

SELF LUBRICATING WITH

SINTERED BRONZE

BUSHING

CABLE STOP BLOCK

HIGH STRENGTH 3-WAY

TRACKING GUIDE AND

1-1/4" CUSTOM

SUPPORT

CONDUIT

MOUNT ADAPTER BY

MIL-GRADE MOLDED

HYPALON SOCKET

LOWERING DEVICE

PROVIDER.

CONNECTOR

DISCONNECT UNIT COVER

MULTIPLE CONTACT CONNECTOR

LOWER CONTACT ASSEMBLY

CONTROL CABLE

S.S. 1/8"

7x19 AIRCRAFT CABLE

BREAKING STRENGTH 1741 LBS

SEALING GASKET RING

CAMERA JUNCTION BOX

AND STABILIZING WEIGHT

CAMERA MOUNTING FLANGE ATTACHMENT

(PROVIDED BY CAMERA MANUFACTURER)

20 MULTI-CONTACT CAMERA POWER

AND SIGNAL WIRES

(CONNECTOR BY CAMERA MANUFACTURER)

SPDs TO BE MOUNTED ON DIN RAIL,

APT

SPD 5

SPD 6

SPD 8

PULLEY

SELF LUBRICATING

WITH SINTERED

BRONZE BUSHING

EPDM O-RING SEAL

SPUN ALUMINUM

COVER

GUIDE PIN

DOUBLE SUPPORT ARMS

STRAIN RELIEF FITTING

PROVIDES WATERTIGHT

SEAL

SPD 4

POWER

SPD

NOTES:

1.

2.

O

DESIGN.

3.

PREVENT NT

L BE

Y

I S

4.

5.

HE

L

NSI

BE

I NS

MG

L

K, C

NC

NC

-

DEL NO O

P -

X, HO

X,

NG

MO

L C O

E, U

L BE

L ENG

WN N

RE, L

NC

E, MO

T

6.

NC NO

DRI L

POLES IS REQUIRED.

7.

NC NO E S

NED N

S

E NST

HE O

L WI

ER.

O O

I N

N NST

RE MPO

PPL ER

4 5

6

8.

L BE

CAMERA JUNCTION BOX WIRING DETAIL.

9.

O

10.

I

I

A L O

BI I

BY A

L

#6

ST

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION. ALSO

SEE SHEET F-2.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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7:51:08 AM

DUAL CCTV CAMERA

LOWERING DEVICE DETAIL

SHEET

NO.

F-7

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_F07_V04.dgn

NOTES:

1.

EXISTING CAMERA POLES SHALL BE RELOCATED. ACTUAL HEIGHT OF POLE MAY BE SITE

DEPENDENT.

2.

*POLE DIMENSIONS ARE ASSUMED VALUES TO DETERMINE DESIGN LOADS FOR FOUNDATION (SEE

FOUNDATION DETAIL).

3.

THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF THE CCTV CAMERA STEEL POLE. THE

DESIGN AND DRAWINGS SHALL BE PREPARED, SIGNED AND SEALED BY A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF FLORIDA AND SHALL BE SUBMITTED TO THE ENGINEER

FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

4.

DESIGN SPECIFICATIONS:

AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

LUMINAIRES AND TRAFFIC SIGNALS (6TH EDITION, 2013) WITH APPLICABLE INTERIMS.

5.

POLE SHALL BE DESIGNED FOR A DESIGN WIND SPEED EQUAL TO 130 MPH.

6.

THE POLE SHAFT MAY BE JOINTED OR SINGLE PIECE, POLYGON OR ROUND AND SHALL BE OF

STEEL WITH A MINIMUM YIELD STRENGTH OF 50 ksi. ALL MATERIAL SHALL BE SINGLE THICKNESS

STEEL PLATE WITH NO LAMINATIONS.

7.

ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE

(STEEL) ANSI/AWS D1.1 (CURRENT EDITION).

8.

POLE SHALL BE GALVANIZED ACCORDING TO SPECIFICATION 962 AND PAINTED FLAT BLACK BY

THE MANUFACTURER.

9.

ADJUST THE POLE TO A PLUMB LINE AFTER ERECTION AND USE LEVELING NUTS IF NECESSARY

TO OBTAIN PRECISE ALIGNMENT.

10.

BAND TYPE 170 CABINET AT BACK OF POLE (SIDE OPPOSITE OF CAMERA AND ROADWAY). RUN

FIBER OPTIC CABLE AND POWER SUPPLY THRU CONDUITS AS SHOWN IN THE ABOVE POLE DETAIL.

11.

STEEL BANDS SHALL BE SIZED TO SUPPORT 3 TIMES THE WEIGHT OF THE CABINET AND ITS

CONTENTS.

12.

POLE SHALL BE DESIGNED AND FABRICATED SUCH THAT IT SHALL NOT DEFLECT MORE THAN 1"

IN A 30 MPH WIND.

13.

TO PREVENT THE CAMERA LOWERING SYSTEM FROM JAMMING, THE CONTRACTOR SHALL REMOVE

THE LOWERING SYSTEM BEFORE RELOCATING CAMERA POLE TO ITS NEW LOCATION. THE

CONTRACTOR SHALL RE-INSTALL AND TEST LOWERING SYSTEM IN THE PRESENCE OF AN

AUTHORITY REPRESENTATIVE AFTER CAMERA POLE IS INSTALLED IN ITS NEW LOCATION.

POLE MOUNTED

TYPE 170 CABINET

(WHERE APPLICABLE)

FIBER OPTIC

PULL BOX

PULLING ELBOW

TYPE LB

POLE BASE

DIAMETER

WARNING TAPE

TONE WIRE

2-1" HDPE CONDUITS FROM

FON FEEDER BACKBONE

12-STRAND FIBER OPTIC CABLE

DOUBLE NUT

FOR LEVELING

2-1" HDPE CONDUITS

6" * POLE TOP DIAMETER

13" *

STEEL POLE

WALL THICKNESS: 0.18" *

TAPER RATE: 0.14"/FT. *

POLE PLATE WITH 3/4" STEEL

BAND (SHALL BE BAND-IT

BAND-FAST COLOR-IT) (BLACK) OR

AUTHORITY APPROVED EQUIVALENT.

GROUT

PAD

GROUND LINE

OR GRADE

POWER

* TYPICAL DIMENSIONS.

SEE POLE DESIGN SHEET

FOR ACTUAL DIMENSIONS.

CONCRETE FOOTER

(SEE FOUNDATION

DETAIL)

NO. 6 STRANDED

COPPER GROUND WIRES

SHALL BE EXOTHERMAL

WELDED TO GROUND RODS.

5

8

" GROUND ROD

(COPPER CLAD)

TO BE INSTALLED

IN UNDISTURBED

SOIL.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

635, 638, 668, AND 686 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

CCTV CAMERA STEEL POLE

N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

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CCTV CAMERA STEEL POLE

DETAIL (RELOCATED SITE)

SHEET

NO.

G-1

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_G01_V04.dgn

TOP OF DRILLED

SHAFT

TOP OF GRADE

A

PLAN

ANCHOR

BOLTS

4'-0"

BOLT CIRCLE

A

6" CLEAR

ANCHOR BOLT DIAMETER,

LENGTH AND PROJECTION

PER MANUFACTURER'S

SPECIFICATION

PVC CONDUIT

FOR CONDUCTORS

PVC CONDUIT FOR

GROUND WIRE

DOUBLE NUTS

AT ENDS OF

ANCHOR BOLTS

(TYP. U.O.N.)

FOUNDATION DESIGN ASSUMPTIONS

POLE HEIGHT

OVERTURNING MOMENT

HORIZONTAL LOAD

AXIAL LOAD

SOIL TYPE

SOIL FRICTION ANGLE

SOIL WEIGHT

SLOPE (MAX.)

UNIT

FT-KIPS

KIPS

KIPS

DEGREES

PCF

V: H

50 FEET

41.7

1.6

1.0

COHESIONLESS (FINE SAND)

28

42.6 (ASSUMED SATURATED)

1: 2

SECTION A-A

6

"

LE

A

R

80 FEET

125.8

3.3

1.9

28

1: 6

16-#10 BARS

EQUALLY SPACED

#5 TIES @ 1'-0" MAX.

(2'-2" MIN. LAP)

NOTES:

1.

GENERAL SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR ROAD

AND BRIDGE CONSTRUCTION (2014 EDITION) AND SUPPLEMENTS THERETO.

2.

DESIGN SPECIFICATIONS:

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES (17TH EDITION, 2002) AND

APPLICABLE INTERIMS THROUGH 2014.

STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

LUMINAIRES AND TRAFFIC SIGNALS (6TH EDITION, 2013) WITH APPLICABLE INTERIMS

THROUGH 2014.

FDOT STRUCTURES DESIGN GUIDELINES (2014 EDITION).

FDOT PLANS PREPARATION MANUAL (2014 EDITION).

3.

DESIGN WIND SPEED EQUALS 130 MPH

4.

MATERIAL STRESSES:

ALL ALLOWABLE STRESSES ARE IN ACCORDANCE WITH CURRENT AASHTO STANDARD

SPECIFICATIONS FOR ALL THE MATERIALS SHOWN IN THE PLANS.

5.

CONCRETE FOR DRILLED SHAFT FOUNDATION SHALL BE CLASS IV (4000 PSI MIN.)

ACCORDING TO SPECIFICATION SECTION 346. GROUT SHALL HAVE A MINIMUM 28-DAY

STRENGTH OF 5000 PSI AND SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS

SECTION 934. GROUT TO BE NON-SHRINK AND NON-METALLIC PER SPECIFICATIONS

SECTION 934 WITH MINIMUM THICKNESS OF 2 INCHES.

6.

ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

7.

ANCHOR BOLTS:

ANCHOR BOLTS SHALL BE DESIGNED TO EFFECTIVELY TRANSMIT THE REQUIRED FORCES

TO THE DRILLED SHAFT AND SHALL BE GALVANIZED IN ACCORDANCE WITH THE

SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT THE ANCHOR BOLTS FIT

WITHIN THE REINFORCING CAGE OF THE DRILLED SHAFT.

THE CONTRACTOR MAY INCREASE THE DRILLED SHAFT FOUNDATION DIAMETER AND

MAINTAIN 6" CONCRETE COVER IF REQUIRED BY THE ANCHOR BOLT DESIGN, AT NO

ADDITIONAL COST TO THE AUTHORITY.

8.

SHOP DRAWINGS FOR THE CCTV STEEL POLE AND ANCHOR BOLTS ARE REQUIRED.

9.

THE DRILLED SHAFT IS DESIGNED FOR THE SERVICE LOADS, AS SHOWN IN THE TABLE,

APPLIED BY THE POLE TO THE TOP OF THE DRILLED SHAFT. IF THE CCTV STEEL POLE

APPLIES LOADS THAT ARE IN EXCESS OF THOSE SHOWN, THE CONTRACTOR SHALL

REDESIGN THE DRILLED SHAFT FOUNDATION AND SUBMIT HIS DESIGN TO THE ENGINEER

FOR REVIEW. THE CONTRACTOR'S REDESIGN SHALL BE PREPARED, SIGNED AND SEALED

BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA AND SHALL BE

SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR REVIEW AND APPROVAL

SHOWING THAT THESE REQUIREMENTS HAVE BEEN MET PRIOR TO CONSTRUCTION. IF THE

SERVICE LOADS DO NOT EXCEED THOSE SHOWN, THE CONTRACTOR SHALL USE THE

FOUNDATION DESIGN SHOWN IN THE PLANS. THE SIZE SHOWN HEREIN IS THE MINIMUM

REQUIREMENT AND WILL NOT BE ALLOWED TO BE REDUCED BY A REDESIGN.

10.

THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATION SECTION

455. THE CONTRACTOR SHALL CONTACT UTILITY COMPANIES AND FIELD VERIFY ADJACENT

UTILITIES AND OTHER OBSTRUCTIONS PRIOR TO CONSTRUCTION.

ELEVATION

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

638 AND 686 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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CCTV FOUNDATION DETAIL

(RELOCATED SITE)

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CCTV CAMERA POLE, LOWERING SYSTEM & FOUNDATION GENERAL NOTES

CCTV CAMERA POLE:

1.

DESIGN CRITERIA: DESIGNED IN ACCORDANCE WITH THE 6TH EDITION, 2013 AASHTO

"STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

LUMINAIRES AND TRAFFIC SIGNALS", WITH CURRENT ADDENDA. THE DESIGN WIND

SPEED OF 130 MPH IS IN CONFORMANCE WITH THE FDOT " PLANS PREPARATION

MANUAL " (CURRENT EDITION).

THE STRUCTURE SHALL NOT EXCEED 1" DEFLECTION IN A 30 MPH (NON-GUST) WIND.

FOUNDATION DESIGN PARAMETERS: 50'

SOIL TYPE:

SOIL LAYER THICKNESS:

SOIL FRICTION ANGLE:

SOIL WEIGHT (ASSUME SATURATED):

SLOPE (V:H):

COHESIONLESS (FINE SAND)

20 FT.

26 DEGREES

42.6 PCF

1:2

2.

POLE SHAFT: THE POLE SHAFT SHALL BE 12 SIDED WITH A 4" CORNER RADIUS, HAVE

A CONSTANT LINEAR TAPER OF 0.14 IN/FT, AND CONTAIN ONLY ONE LONGITUDINAL

SEAM WELD. CIRCUMFERENTIAL WELDED TUBE BUTT SPLICES AND LAMINATED TUBES

ARE NOT PERMITTED. LONGITUDINAL SEAM WELDS WITHIN 6" OF COMPLETE

PENETRATION POLE TO BASE PLATE WELDS SHALL BE COMPLETE PENETRATION WELDS.

3.

CABLE SUPPORTS: ELECTRICAL CABLE GUIDES AND PARKING STAND (EYEBOLTS): TOP

AND BOTTOM ELECTRICAL CABLE GUIDES SHALL BE LOCATED WITHIN THE POLE

ALIGNED WITH EACH OTHER. ONE CABLE GUIDE SHALL BE POSITIONED 2" BELOW THE

HANDHOLE AND THE OTHER SHALL BE POSITIONED 1" DIRECTLY BELOW THE TOP OF

TENON. A PARKING STAND SHALL BE POSITIONED 21" BELOW THE TOP OF THE

HANDHOLE.

4.

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING CONDUIT OR FON CABLE AND

TONE WIRE. ANY DAMAGE SHALL BE REPLACED IN KIND AT THE CONTRACTOR'S

EXPENSE.

5.

POLE SHALL BE GALVANIZED ACCORDING TO SPECIFICATION 962 AND POWDER COATED

FLAT BLACK OVER GALVANIZATION BY THE MANUFACTURER.

LOWERING DEVICE:

1.

POLE TOP TENON: A TENON SHALL BE ATTACHED TO THE POLE TOP WITH MOUNTING

HOLES AND SLOT AS REQUIRED FOR THE MOUNTING OF THE CAMERA-LOWERING

SYSTEM. THE TENON SHALL BE OF DIMENSIONS NECESSARY TO FACILITATE CAMERA

LOWERING DEVICE COMPONENT INSTALLATION. EACH SLOT SHALL BE PARALLEL TO THE

POLE CENTERLINE FOR MOUNTING THE LOWERING DEVICE.

2.

THE STRUCTURE MUST BE ASSEMBLED AFTER GALVANIZING AND PRIOR TO SHIPMENT

TO THE SITE TO ASSURE FIT UP. IT MUST BE DISASSEMBLED FOR SHIPPING.

3.

ALL CABLES SHALL BE SECURED IN A MANNER THAT PREVENTS THEM FROM

INTERFERING WITH OR BEING DAMAGED BY THE LOWERING CABLE THAT MOVES WITHIN

THE POLE.

4.

SET ORIENTATION OF POLE SUCH THAT THE CAMERA LOWERING DEVICE ARM IS

ORIENTED PERPENDICULAR TO THE ROADWAY OR AS DIRECTED BY THE ENGINEER. THE

CCTV POLE SHALL BE POSITIONED SO THAT THE CAMERA CAN BE SAFELY LOWERED

WITHOUT REQUIRING LANE CLOSURES

5.

POLE SHALL INCLUDE LOWERING DEVICE WHICH INCLUDES TOP J-BOX, MOUNTING

HARDWARE, LOWERING CABLE, CONTACT BLOCK, WATERPROOF ELECTRICAL CONNECTORS,

CAMERA J-BOX, HOUSING AND STEEL POLE.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

CCTV STRUCTURE AND FOUNDATION REFERENCE DETAILS:

1.

THE FOLLOWING SHEETS (H-2 THROUGH H-7) PROVIDE EXAMPLES OF CCTV STRUCTURE

AND FOUNDATION DETAILS FROM PREVIOUS CFX PROJECTS. THESE SHEETS ARE

PROVIDED FOR REFERENCE ONLY. PROJECT SPECIFIC CONDITIONS SHALL BE

CONSIDERED IN DESIGN.

FOR INFORMATIONAL PURPOSES ONLY

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CCTV CAMERA STRUCTURES

AND FOUNDATIONS (NEW SITE)

SHEET

NO.

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FOR REFERENCE ONLY

CCTV CAMERA POLE, LOWERING SYSTEM & FOUNDATION GENERAL NOTES

1.

DESIGN CRITERIA: DESIGNED IN ACCORDANCE WITH THE 6TH EDITION, 2013 AASHTO

"STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

LUMINAIRES AND TRAFFIC SIGNALS", WITH CURRENT ADDENDA. THE DESIGN WIND SPEED

OF 130 MPH IS IN CONFORMANCE WITH THE FDOT " PLANS PREPARATION MANUAL "

(CURRENT EDITION).

FOUNDATION DESIGN PARAMETERS:

SOIL TYPE: COHESIONLESS (FINE SAND)

SOIL LAYER THICKNESS:

SOIL FRICTION ANGLE:

20 FT.

26 DEGREES

SOIL WEIGHT (ASSUME SATURATED):

SLOPE (V:H):

42.6 PCF

SEE DRILLED SHAFT TABLE OF

VARIABLES ON SHEET (3 OF 3)

2.

EXISTING POLE SHAFTS: EXISTING POLE SHAFTS ARE 12 SIDED WITH A MINIMUM CORNER

RADIUS OF 3.375" AND A CONSTANT TAPER OF 0.14 IN/FT.

3.

CCTV STRUCTURE MATERIALS SHALL BE AS FOLLOWS:

STEEL PLATES & POLE CAP

WELD METAL

-> ASTM A709 GRADE 36 OR ASTM A36

-> E70XX

ANCHOR BOLTS

NUTS FOR ANCHOR BOLTS

WASHERS FOR ANCHOR BOLTS

STAINLESS STEEL SCREWS

NUT COVERS

-> ASTM F1554 GRADE 55

-> ASTM A563 GRADE A HEAVY HEX

-> ASTM F436 TYPE 1

-> AISI TYPE 316

-> ASTM B26 (319-F)

4.

ALL STEEL ITEMS SHALL BE GALVANIZED AS FOLLOWS:

ALL NUTS, BOLTS AND WASHERS -> ASTM A153 CLASS C OR D

DEPENDING ON SIZE

ALL OTHER STEEL ITEMS -> ASTM A123

5.

REINFORCING STEEL SHALL BE ASTM A615-96, GRADE 60.

6.

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

STRENGTH OF 4 KSI FOR ALL ENVIRONMENTAL CLASSIFICATIONS.

7.

GROUT SHALL HAVE A MINIMUM 3-DAY COMPRESSIVE STRENGTH OF 5 KSI AND SHALL

MEET THE REQUIREMENTS OF SECTION 934. GROUT AFTER POLE IS SET AND PROPERLY

PLUMBED.

8.

ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE

(STEEL) ANSI/AWS D1.1 (CURRENT EDITION).

9.

THE FOUNDATIONS FOR THE CCTV STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE

WITH SECTION 455 OF THE SPECIFICATIONS EXCEPT THAT NO PAYMENT FOR THE

FOUNDATION SHALL BE MADE UNDER SECTION 455. THE COST OF PROVIDING THE

FOUNDATION SHALL BE INCLUDED IN THE PAY ITEM FOR PROVIDING THE COMPLETE CCTV

STRUCTURE. PAYMENT FOR ANY INCIDENTAL ITEMS INCURRED IN FURNISHING AND

INSTALLING THIS CCTV STRUCTURE SHALL BE INCLUDED IN THE PAY ITEM FOR PROVIDING

THE COMPLETE CCTV STRUCTURE.

10.

ANCHOR BOLT HOLE DIAMETERS SHALL NOT EXCEED THE BOLT DIAMETER PLUS

2

".

11.

THE STRUCTURE SHALL BE INSTALLED PLUMB.

12.

THE STRUCTURE SHALL NOT BE ERECTED UNTIL THE FOUNDATION CONCRETE HAS BEEN

ALLOWED TO CURE FOR A MINIMUM OF SEVEN DAYS.

13.

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING CONDUIT OR F.O.N. CABLE AND

TONE WIRE. ANY DAMAGE SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE.

14.

NEW BASE PLATE SHALL BE GALVANIZED ACCORDING TO SPECIFICATION 962 AND POWDER

COATED FLAT BLACK OVER GALVANIZATION BY THE MANUFACTURER.

LOWERING DEVICE:

1.

2.

3.

POLE TOP TENON: A TENON SHALL BE ATTACHED TO THE POLE TOP WITH MOUNTING HOLES

AND SLOT AS REQUIRED FOR THE MOUNTING OF THE CAMERA-LOWERING SYSTEM. THE

TENON SHALL BE OF DIMENSIONS NECESSARY TO FACILITATE CAMERA LOWERING DEVICE

COMPONENT INSTALLATION. EACH SLOT SHALL BE PARALLEL TO THE POLE CENTERLINE FOR

MOUNTING THE LOWERING DEVICE.

ALL CABLES SHALL BE SECURED IN A MANNER THAT PREVENTS THEM FROM INTERFERING

WITH OR BEING DAMAGED BY THE LOWERING CABLE THAT MOVES WITHIN THE POLE.

SET ORIENTATION OF POLE SUCH THAT THE CAMERA LOWERING DEVICE ARM IS ORIENTED

PERPENDICULAR TO THE ROADWAY OR AS DIRECTED BY THE ENGINEER. THE CCTV POLE

SHALL BE POSITIONED SO THAT THE CAMERA CAN BE SAFELY LOWERED WITHOUT

REQUIRING LANE CLOSURES.

WIRE

EYES

90°

HANDHOLE

ORIENTATION VIEW

TRAFFIC SIDE

270°

L.D. ARM #1

PARK STAND

0.14"

A

T

E

P

R

'SD'

ELEVATION

NOTES:

1.

FOR DETAILS, SEE SHEET 2 OF 3.

ALL ANGLES MEASURED CLOCKWISE

FROM HAND HOLE AS VIEWED FROM

SMALL END OF POLE.

CCTV & ATTACHMENT

DETAIL 1

TOP OF DRILLED SHAFT

TOP OF GRADE

CONDUIT (TYP.)

DRILLED SHAFT FOUNDATION

AS DETAIL ON SHEET 2 OF 3

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CCTV SYSTEM

SHEET

CENTRAL

FLORIDA

EXPRESSWAY

NO.

AUTHORITY

H-2

DETAILS (1 OF 3)

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_H02_V04.dgn

7:51:10 AM

PHASE I EXPRESSWAY MANAGEMENT SYSTEM

CCTV POLE STRUCTURE

USER: lyfe6246 3/30/2015

FOR REFERENCE ONLY

'SD'

'D'

A

C

C

¡ SHAFT/POLE

A

DRILLED SHAFT

DOUBLE NUTS (TYP.)

C

ANCHOR BOLTS (Typ.)

TOP OF DRILLED SHAFT

TOP OF GRADE

C

PVC CONDUIT

FOR CCTV CABLE

OR ELECTRICAL

SERVICE WIRE

2-1" HDPE CONDUIT IF

USING POLE MOUNTED

CABINET

ELEVATION

DRILLED SHAFT

DETAIL 1

"L"

¡ 'H' DIA. ANCHOR BOLT

THREADED 8" MIN.

TOP AND BOTTOM

DOUBLE HEX NUTS, TOP NUT MAY BE

1

2

HEIGHT 'JAM' NUT (CAST ALUMINUM

NUT COVERS NOT SHOWN, BUT

REQUIRED. COVER SHALL BE

PAINTED SAME COLOR AS POLE).

1

4

" PLATE WASHER

4

5

°

3" 3"

1" X 1" CHAMFER

DRILLED SHAFT

SECTION B-B

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

3

4

" DIA. WEEP HOLE

ONE PER POLE

PLACED BETWEEN BOLTS

OR

3

8

" DIAM. ALL-COTTON

SASH CORD WICK ATTACHED

TO INTERIOR OF POLE,

EXTENDED BEYOND GROUT

PAD, AND INSTALLED PRIOR

TO GROUTING.

"M"

LEVELING NUT

GROUT PAD

#5 Ties

Equally Spaced

'SN'-#'SB' Bars

Equally Spaced

FOR INFORMATIONAL PURPOSES ONLY

'SD'

SECTION C-C

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015 e r

C l

C ov e r

2

0

"

M in

.

L a p

BOLT CIRCLE 'I'

B B

'D'

'E'

SECTION A-A

'G'-'H' DIA. ANCHOR BOLT

THREADED 8" MIN. TOP

AND BOTTOM

BASE PLATE

CCTV SYSTEM

SHEET

CENTRAL

FLORIDA

EXPRESSWAY

NO.

AUTHORITY

H-3

DETAILS (2 OF 3)

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_H03_V04.dgn

7:51:11 AM

PHASE I EXPRESSWAY MANAGEMENT SYSTEM

CCTV POLE STRUCTURE

FOR REFERENCE ONLY

POLE VARIABLES

SECTION C TUBE SECTION A TUBE SECTION B TUBE SECTION D TUBE

CAMERA / POLE

NUMBER

STATION

POLE

HEIGHT

(FT.)

LENGTH

(FT.)

BASE

DIAMETER

(IN.)

TIP

DIAMETER

(IN.)

"C"

THICK

(IN.)

LENGTH

(FT.)

BASE

DIAMETER

(IN.)

TIP

DIAMETER

(IN.)

"C"

THICK

LENGTH

(FT.)

BASE

DIAMETER

(IN.)

TIP

DIAMETER

(IN.)

"C"

THICK

* 408-25

* 417-09

*

*

417-10

417-11

138+00

518+35

501+65

482+62

50

50

50

50

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

LENGTH

(FT.)

BASE

DIAMETER

(IN.)

-

(IN.)

-

* EXISTING POLE TO BE RELOCATED. SEE EXISTING POLE NOTE ON THIS SHEET.

"C"

THICK

"D"

OUTSIDE

DIAMETER

(IN.)

25

BASE VARIABLES

"E"

INSIDE

DIAMETER

(IN.)

"F"

PLATE

"G"

NUMBER

"H"

BOLT

"I"

BOLT

THICKNESS

OF ANCHOR

(IN.)

BOLTS

DIAMETER

(IN.)

CIRCLE

DIAMETER

(IN.)

"J"

BOLT

LENGTH

(IN.)

"L"

BASE

PLATE

TOP WELD

"M"

BASE

PLATE

BOT. WELD

13 1.5

6 1.5

19 38

1

4

"

3

16

"

25

25

13

13

1.5

1.5

6

6

1.5

1.5

21

19

38

38

1

4

"

1

4

"

3

16

"

3

16

"

EXISTING POLE NOTE:

CAMERA / POLE

NUMBER

STATION

408-25

417-09

417-10

417-11

138+00

518+35

501+65

482+62

DRILLED SHAFT VARIABLES

"SL"

SHAFT

LENGTH

(FT.)

9

10

10

12

"SD"

SHAFT

DIAMETER

(FT.)

4

4

4

"SN"

NUMBER

OF BARS

15

15

15

"SB"

BAR

SIZE

10

10

10

"K"

BOLT

EMBEDMENT

(IN.)

30

SLOPING

GRADE

(V: H:)

30

30

1:4

1:3

1:3

1:2

REMARKS

1.

IN ORDER TO COMPLY WITH CURRENT DESIGN LOAD CRITERIA, EXISTING POLES 408-25, 417-09, 417-10

AND 417-11 ARE TO BE RETROFITTED WITH NEW BASE AND ANCHORAGE REQUIREMENTS AS INDICATED IN

THE TABLE OF VARIABLES ON THIS SHEET. EXISTING BASE PLATES SHALL BE TORCH-CUT FROM EXISTING

POLES TO ALLOW FOR ATTACHMENT OF NEW BASE PLATE AS PER DETAIL 1 ON SHEET IT-127. ALL POLES

SHALL BE MILLED TO BEAR AND PREPPED FOR WELDING. POLES SHALL BE INSPECTED AFTER THE BASE

PLATE HAS BEEN REMOVED AND SURFACES PREPARED. GALVANIZED SURFACES DAMAGED DURING THE

RETROFIT PROCEDURE SHALL BE REPAIRED IN ACCORDANCE WITH SECTION 562 OF THE SPECIFICATIONS.

ENTIRE POLE PLUS NEW GALVANIZED BASE PLATE SHALL BE PAINTED FLAT BLACK. FIELD WELDING WILL

NOT BE PERMITTED AND CONTRACTOR SHALL SUBMIT TORCH-CUTTING AND WELDING PROCEDURES FOR EOR

REVIEW AND APPROVAL.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CCTV SYSTEM

SHEET

CENTRAL

FLORIDA

EXPRESSWAY

NO.

AUTHORITY

H-4

DETAILS (3 OF 3)

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_H04_V04.dgn

7:51:12 AM

PHASE I EXPRESSWAY MANAGEMENT SYSTEM

CCTV POLE STRUCTURE

FOR REFERENCE ONLY

CCTV CAMERA POLE, LOWERING SYSTEM & FOUNDATION GENERAL NOTES

1.

DESIGN CRITERIA: DESIGNED IN ACCORDANCE WITH AASHTO "STANDARD

SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,

LUMINAIRES AND TRAFFIC SIGNALS" 6TH EDITION, 2013 WITH INTERIMS. THE

DESIGN WIND SPEED OF 130 MPH IS IN CONFORMANCE WITH THE FDOT "

PLANS PREPARATION MANUAL " AND "STRUCTURES MANUAL"(CURRENT EDITION).

FOUNDATION DESIGN PARAMETERS:

SOIL TYPE:

SOIL FRICTION ANGLE:

COHESIONLESS (FINE SAND)

30 DEGREES

SOIL WEIGHT (ASSUME SATURATED): 50 PCF

2.

POLE SHAFT: THE POLE SHAFT SHALL BE 12 SIDED WITH A MAXIMUM 3

3

8

"

CORNER RADIUS, HAVE A CONSTANT LINEAR TAPER OF 0.14 IN/FT, AND

CONTAIN ONLY ONE LONGITUDINAL SEAM WELD. CIRCUMFERENTIAL WELDED

TUBE BUTT SPLICES AND LAMINATED TUBES ARE NOT PERMITTED.

LONGITUDINAL SEAM WELDS WITHIN 6" OF COMPLETE PENETRATION POLE TO

BASE PLATE WELDS SHALL BE COMPLETE PENETRATION WELDS.

3.

4.

HAND HOLES: SEE DETAILS

5.

CABLE SUPPORTS: ELECTRICAL CABLE GUIDES AND PARKING STAND

(EYEBOLTS): TOP AND BOTTOM ELECTRICAL CABLE GUIDES SHALL BE LOCATED

WITHIN THE POLE ALIGNED WITH EACH OTHER. ONE CABLE GUIDE SHALL BE

POSITIONED 2" BELOW THE HANDHOLE AND THE OTHER SHALL BE POSITIONED

1" DIRECTLY BELOW THE TOP OF TENON. A PARKING STAND SHALL BE

CCTV STRUCTURE MATERIALS SHALL BE AS FOLLOWS:

POLES -> ASTM A1011 GRADE 50 (LESS THAN

1

4

"),

ASTM A572 GRADE 50 (

4

" AND OVER)

STEEL PLATES & POLE CAP -> ASTM A709 GRADE 36 OR ASTM A36

WELD METAL -> E70XX

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

ANCHOR BOLTS

NUTS FOR ANCHOR BOLTS

-> ASTM F1554 GRADE 55

-> ASTM A563 GRADE A HEAVY HEX

WASHERS FOR ANCHOR BOLTS

HANDHOLE FRAME

HANDHOLE COVER

-> ASTM F436 TYPE 1

-> ASTM A709 GRADE 36 OR ASTM A36

-> ASTM A1011 GRADE 50, 55, 60 OR 65 KSI

STAINLESS STEEL SCREWS

NUT COVERS

-> AISI TYPE 316

-> ASTM B26 (319-F)

6.

ALL STEEL ITEMS SHALL BE HOT DIP GALVANIZED AS FOLLOWS:

ALL NUTS, BOLTS AND WASHERS -> ASTM F2329

ALL OTHER STEEL ITEMS -> ASTM A123

7.

REINFORCING STEEL SHALL BE ASTM A615-96, GRADE 60.

8.

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

COMPRESSIVE STRENGTH OF 4 KSI FOR ALL ENVIRONMENTAL CLASSIFICATIONS.

CONTRACTOR MAY INCREASE DRILLED SHAFT DIAMETER AND MAINTAIN 6"

MINIMUM CLEAR COVER AT NO COST TO THE AUTHORITY IF THE ANCHOR BOLT

DESIGN REQUIRES.

9.

GROUT SHALL HAVE A MINIMUM 3-DAY COMPRESSIVE STRENGTH OF 5 KSI AND

SHALL MEET THE REQUIREMENTS OF SECTION 934. GROUT UNDER BASE PLATE

AFTER POLE IS SET AND PROPERLY PLUMBED.

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

10.

ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL

WELDING CODE (STEEL) ANSI/AWS D1.1 (CURRENT EDITION).

11.

SHOP DRAWINGS FOR THIS STRUCTURE ARE REQUIRED AND ARE TO INCLUDE

POLE AND TENON DESIGN CALCULATIONS AND DETAIL DRAWINGS SIGNED AND

SEALED BY A FLORIDA REGISTERED P.E. FABRICATION SHALL NOT BEGIN UNTIL

THESE SHOP DRAWINGS ARE APPROVED.

12.

THE FOUNDATION FOR THE CCTV STRUCTURE SHALL BE CONSTRUCTED IN

ACCORDANCE WITH SECTION 455 OF THE SPECIFICATIONS EXCEPT THAT NO

PAYMENT FOR THE FOUNDATION SHALL BE MADE UNDER SECTION 455. THE

COST OF PROVIDING THE FOUNDATION SHALL BE INCLUDED IN THE PAY ITEM

686-105 ITS POLE (FURNISH & INSTALL 50 FT STEEL POLE WITH LOWERING

DEVICE) AND 686-105A ITS POLE FURNISH & INSTALL 80 FT STEEL POLE WITH

LOWERING DEVICE), THESE PAY ITEMS SHALL ALSO INCLUDE ANY INCIDENTAL

ITEMS INCURRED IN FURNISHING AND INSTALLING THIS CCTV STRUCTURE.

13.

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

THE BOLT DIAMETER PLUS

16

", PRIOR TO GALVANIZING. HOLE DIAMETERS FOR

ANCHOR BOLTS SHALL NOT EXCEED THE BOLT DIAMETER PLUS

1

2

".

14.

THE STRUCTURE SHALL BE INSTALLED PLUMB.

15.

THE STRUCTURE SHALL NOT BE ERECTED UNTIL THE FOUNDATION CONCRETE

HAS BEEN ALLOWED TO CURE FOR A MINIMUM OF SEVEN DAYS OR CONCRETE

HAS ACHIEVED 28 DAY COMPRESSIVE STRENGTH.

16.

CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING CONDUIT OR FON

CABLE AND TONE WIRE. ANY DAMAGE SHALL BE REPLACED IN KIND AT THE

CONTRACTOR'S EXPENSE.

17.

POLE SHALL BE GALVANIZED ACCORDING TO SPECIFICATION 962 AND POWDER

COATED FLAT BLACK OVER GALVANIZATION BY THE MANUFACTURER.

18.

CONTRACTOR SHALL CONTACT UTILITY COMPANIES PRIOR TO FOUNDATION

CONSTRUCTION AND FIELD VERIFY ADJACENT UTILITIES PRIOR TO DRILLING.

19.

100% OF FULL-PENETRATION GROOVE WELDS AND A RANDOM 25% OF PARTIAL

PENETRATION GROOVE SHALL BE INSPECTED. FULL PENETRATION GROOVE

WELDS SHALL BE PERFORMED BY RADIOGRAPHY OR ULTRASONICS.

LOWERING DEVICE:

1.

POLE TOP TENON: A TENON SHALL BE ATTACHED TO THE POLE TOP WITH

MOUNTING HOLES AND SLOT AS REQUIRED FOR THE MOUNTING OF THE

CAMERA-LOWERING SYSTEM. THE TENON SHALL BE OF DIMENSIONS NECESSARY

TO FACILITATE CAMERA LOWERING DEVICE COMPONENT INSTALLATION. EACH

SLOT SHALL BE PARALLEL TO THE POLE CENTERLINE FOR MOUNTING THE

LOWERING DEVICE.

2.

THE STRUCTURE MUST BE ASSEMBLED AFTER GALVANIZING AND PRIOR TO

SHIPMENT TO THE SITE TO ASSURE FIT UP. IT MUST BE DISASSEMBLED FOR

SHIPPING.

3.

ALL CABLES SHALL BE SECURED IN A MANNER THAT PREVENTS THEM FROM

INTERFERING WITH OR BEING DAMAGED BY THE LOWERING CABLE THAT MOVES

WITHIN THE POLE.

4.

SET ORIENTATION OF POLE SUCH THAT THE CAMERA LOWERING DEVICE ARM IS

ORIENTED PERPENDICULAR TO THE ROADWAY OR AS DIRECTED BY THE

ENGINEER. THE CCTV POLE SHALL BE POSITIONED SO THAT THE CAMERA CAN

BE SAFELY LOWERED WITHOUT REQUIRING LANE CLOSURES

5.

POLE SHALL INCLUDE LOWERING DEVICE WHICH INCLUDES TOP J-BOX,

MOUNTING HARDWARE, LOWERING CABLE, CONTACT BLOCK, WATERPROOF

ELECTRICAL CONNECTORS, CAMERA J-BOX, HOUSING AND STEEL POLE.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

WIRE

EYES

DETAIL 1

90°

270°

ORIENTATION VIEW

LOWERING DEVICE

ARM PARK STAND

T

P

A

E

R

0.14"

ELEVATION

ALL ANGLES MEASURED CLOCKWISE

FROM HAND HOLE AS VIEWED FROM

SMALL END OF POLE.

CCTV, LOWERING DEVICE & ATTACHMENT

SECTION C (IF APPLICABLE)

DETAIL 2 (IF APPLICABLE)

SECTION B

DETAIL 2

SECTION A

DETAIL 3 AND DETAIL 4

DETAIL 5

TOP OF DRILLED SHAFT

TOP OF GRADE

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

CCTV STRUCTURES AND

FOUNDATIONS

(SHEET 1 OF 3)

SHEET

NO.

H-5

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_H05_V04.dgn

7:51:12 AM

FOR REFERENCE ONLY

TOP OF TENON

6" O.D. X

1

4

" WALL x 12" LONG TENON

5

8

" DIA. HOLE

5

1

4

" X 1

3

4

" SLOT

CUT IN POLE WALL

FOR CABLE AND

PULLEY ACCESS.

5

8

" DIA. HOLE

3

16

"

8-

3

4

" DIA.

BOLTS

(Eq. Sp.)

3

8

" THICK

POLE TOP PLATE

WITH 3" DIA.

CENTER HOLE

Upright

X

C

45°

SEE ORIENTATION VIEW

FOR PROPER ORIENTATIONS

3

8

" THICK

PLATE WITH 3"

DIA. CENTER HOLE

C=TUBE THK.

16

"

DETAIL 1 - POLE TENON

3

8

" DIA. PARK STAND

EYE BOLT, SEE

ORIENTATION VIEW FOR

ORIENTATIONS

6"

6"

X

X

TYP.

3

4

" DIA. WIRE EYE

2

"

I.D. FOR WIRE TIE OFF

NO.12 S.S. SINGLE

JACK CHAIN SECURED

WITH

3

16

" POP RIVETS

(1)-

2

" DIA. DRILL

& TAP HOLE IN

HANDHOLE RIM.

SUPPLIED WITH

(1)-

2

"X3" BOLT

DETAIL 3 - HANDHOLE & EYE BOLT

HANDHOLE, SEE

DETAIL 3 AND DETAIL 4

¡ HANDHOLE

A

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

CCTV STRUCTURES AND

FOUNDATIONS

(SHEET 2 OF 3)

SHEET

NO.

H-6

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_H06_V04.dgn

7:51:13 AM

'D'

A

TOP OF GRADE

DRILLED SHAFT

DOUBLE NUTS (TYP.)

7 GAGE HOT ROLLED

MILD STEEL BAR

LONGITUDINAL

WELD SEAM

THREADED HOLE

IN TACK WELDED

COVER CLIP (TYP.)

X

6"

4" X

3

8

" HANDHOLE

FRAME MADE CONTINUOUS

WITH A FULL PEN. WELD

3

8

"

R

=

3

O

U

T

S

I

D

E

X

5

16

" Φ HOLE FOR

1

4

" Φ STAINLESS

STEEL HEX HEAD

SCREWS (TYP.)

FULL

PENETRATION

WELD

3

8

"

R

=

3

6

3

4

"

11 GAGE HANDHOLE COVER

FEMALE

SHAFT

SECTION

ELEVATION

MALE SHAFT

SECTION

1

1

4

"

PLAN

3

16

"

DETAIL 2 - WELD REINFORCEMENT

HANDHOLE FRAME HANDHOLE COVER

*

DETAIL 4 - HANDHOLE FRAME AND COVER

HANDHOLE FRAME

4"

1"

UPRIGHT WALL

FULL PENETRATION

WELD

¡ 'F' DIA. ANCHOR BOLT

THREADED 8" MIN.

TOP AND BOTTOM

DOUBLE HEX NUTS, TOP NUT MAY BE

1

2

HEIGHT 'JAM' NUT (CAST ALUMINUM NUT

COVERS NOT SHOWN, BUT EQUIRED. COVER

SHALL BE PAINTED SAME COLOR AS POLE).

1

4

" PLATE WASHER

1

4

" STAINLESS STEEL

HEX HEAD SCREWS, TYP.

TACK WELDED

COVER CLIP

TYP.

11 GAGE

HANDHOLE COVER

1" X 1" CHAMFER

SECTION X-X

DRILLED SHAFT

2 X 'F'

4

5

°

DETAIL 5

2 X 'F'

NOTE: DETAILS AND SECTIONS NOT TO SCALE.

4

" - 50 ft Poles,

8

" - 80 ft Poles

**

16

" - 50 ft Poles,

16

" - 80 ft Poles

SECTION B-B

¡ LOWERING DEVICE

'D'

EDGE OF BASE PLATE

B

B

'

SECTION A-A

'F' Φ ANCHOR BOLTS

EQUALLY SPACED

3

4

" DIA. WEEP HOLE

ONE PER POLE

PLACED BETWEEN BOLTS

OR

3

8

" DIAM. ALL-COTTON

SASH CORD WICK ATTACHED

TO INTERIOR OF POLE,

EXTENDED BEYOND GROUT

PAD, AND INSTALLED PRIOR

TO GROUTING.

**

LEVELING NUT

GROUT PAD

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR REFERENCE ONLY

TOP OF DRILLED

SHAFT

TOP OF GRADE

POLE VARIABLES

SECTION B TUBE

CCTV NO.

SECTION A TUBE

STATION

POLE

HEIGHT

LENGTH

BASE

DIAMETER

TIP

DIAMETER

CCTV 414-01

CCTV 414-02

CCTV 414-03

CCTV 414-04

CCTV 414-05

CCTV 414-06

CCTV 414-07

CCTV 414-08

CCTV 414-09

CCTV 414-10

CCTV 414-11

CCTV 414-12

151+75

182+85

207+05

231+85

257+80

276+85

302+75

332+85

362+45

394+45

411+40

434+30

(FT.)

50

50

50

50

50

50

50

80

50

50

50

50

(FT.)

50.0

50.0

50.0

50.0

50.0

50.0

50.0

50.0

50.0

50.0

50.0

50.0

(IN.)

15

15

15

15

15

15

15

20

15

15

15

15

(IN.)

8.00

8.00

8.00

8.00

8.00

8.00

8.00

13.00

8.00

8.00

8.00

8.00

C (IN.)

0.2391

0.2391

0.2391

0.2391

0.2391

0.2391

0.2391

0.375

0.2391

0.2391

0.2391

0.2391

THICK LENGTH

BASE

DIAMETER

TIP

DIAMETER

(IN.)

--

--

--

13.813

--

--

--

--

--

--

--

--

--

9.281

--

--

--

--

--

--

--

--

--

--

(IN.)

NOTE: POLE SPLICE IS 2'-3" AT SECTION B FOR 80 FT HIGH POLE.

(FT.)

--

--

--

--

--

--

--

32.25

--

--

--

--

SECTION B TUBE

C (IN.)

--

0.2391

--

--

--

--

--

--

--

--

--

--

THICK LENGTH

BASE

DIAMETER

TIP

DIAMETER

(FT.)

--

--

--

--

--

--

--

--

--

--

--

--

(IN.)

--

--

--

--

--

--

--

--

--

--

--

--

(IN.)

--

--

--

--

--

--

--

--

--

--

--

--

BASE PLATE

THICK

C (IN.)

--

--

--

--

--

--

--

--

--

--

--

--

OUTSIDE

DIAMETER

INSIDE

DIAMETER

PLATE

THICKNESS

NUMBER

OF BOLTS

D (IN.)

27

27

27

27

27

27

27

36

27

27

27

27

(IN.)

15

15

15

15

15

15

15

20

15

15

15

15

E (IN.)

1.625

1.625

1.625

1.625

1.625

1.625

1.625

1.625

1.625

1.625

1.625

1.625

QUAN.

6

6

6

6

6

6

6

12

6

6

6

6

BOLT

DIAMETER

F (IN.)

BOLT

CIRCLE

DIAMETER

H (IN.)

1.5

1.5

1.5

1.5

1.5

1.5

1.5

2.0

1.5

1.5

1.5

1.5

21

21

21

21

21

21

21

28

21

21

21

21

BOLT

LENGTH

G (IN.)

38

38

38

38

38

38

38

50

38

39

38

38

'SD'

A

ANCHOR

BOLTS

PVC CONDUIT

FOR CCTV CABLE

OR ELECTRICAL

SERVICE WIRE

2-1" HDPE CONDUIT IF

USING POLE MOUNTED

CABINET.

A

DOUBLE NUTS

AT ENDS OF

ANCHOR BOLTS

PLAN

PVC/HDPE

Conduit (Typ.)

6

"

LE

A

R

"H" Diameter

Bolt Circle

'F' DIAMETER ANCHOR BOLT

THREADED 8" MIN.

TOP AND BOTTOM

DRILLED SHAFT VARIABLES

CCTV NO.

CCTV 414-01

CCTV 414-02

STATION

SHAFT

LENGTH

151+75

182+85

SL (FT.)

11

11

CCTV 414-03

CCTV 414-04

CCTV 414-05

CCTV 414-06

CCTV 414-07

CCTV 414-08

CCTV 414-09

CCTV 414-10

CCTV 414-11

CCTV 414-12

207+05

231+85

257+80

276+85

302+75

332+85

362+45

394+45

411+40

433+25

9

11

11

10

11

13

11

11

9

9

SHAFT

DIAMETER

SD (FT.)

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.5

4.0

4.0

4.0

4.0

BAR

SIZE

SB

11

11

11

11

11

11

11

11

11

11

11

11

NUMBER

OF BARS

BOLT

EMBEDMENT

12

12

12

12

SN

12

12

12

15

12

12

12

12

K (IN.)

30.4

30.2

30.0

30.2

30.4

30.6

30.0

40.0

30.5

30.9

30.0

30.0

'SN'-#'SB' BARS

EQUALLY SPACED

#5 TIES @ 1'-0" MAX.

(2'-2" MIN. LAP)

FOUNDATION DESIGN ASSUMPTIONS

POLE HIGH

REACTION ON FOUNDATION

50 (FT) 80 (FT)

178 kip-ft

OVERTURN

HORIZONTAL LOAD

AXIAL LOAD

63.87 kip-ft

2.46 kip

1.98 kip

4.57 kip

4.34 kip

SECTION A-A

6" CLEAR

(TYP. U.O.N.)

ELEVATION

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

686 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

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CCTV STRUCTURES AND

FOUNDATIONS

(SHEET 3 OF 3)

SHEET

NO.

H-7

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_H07_V04.dgn

7:51:14 AM

GROUNDING NOTES:

1.

2.

3.

GROUND RODS SHALL BE 5/8" COPPER CLAD AND SHALL BE A MINIMUM OF 20' LONG.

ALL EXOTHERMIC WELDS SHALL BE INSTALLED PER MANUFACTURER RECOMMENDATIONS.

THE CONTRACTOR SHALL USE EXOTHERMIC WELD MOLDS RECOMMENDED BY THE MANUFACTURER SPECIFIC TO EACH

WELD APPLICATION. MOLDS SHALL BE APPROVED BY THE MANUFACTURER FOR #2 AWG SOLID CONDUCTOR WIRE.

4.

FOR STRUCTURAL POLES, FLAT-MOUNT VERTICAL WELD EQUIVALENT TO CADWELD TYPE VB, VS, OR VV SHALL BE USED ,

UNLESS OTHERWISE APPROVED BY THE AUTHORITY. IN ADDITION TO THE PREVIOUS REQUIREMENT, FOR H-FRAME PIPE

SUPPORTS THE CONTRACTOR SHALL SELECT A MOLD SIZED TO THE PIPE.

5.

ALL GROUNDING CONNECTIONS MADE BETWEEN THE STRUCTURE, GROUND RODS, CABINETS, POWER DISCONNECTS, AND

ANY OTHER ITEM SHALL BE MADE USING #2 AWG SOLID CONDUCTOR TINNED BARE COPPER WIRE. THE CONNECTING WIRE

SHALL BE BURIED PER N.E.C. AND SHALL BE ATTACHED TO GROUND RODS USING EXOTHERMIC WELDS.

6.

THE STRUCTURE AND POWER DISCONNECT SHALL BE CONNECTED TO THE GROUNDING ARRAY. BASE-MOUNTED CABINETS

WHICH SUPPORT ITS DEVICES ON THE STRUCTURE SHALL ALSO BE GROUNDED TO THE COMMON GROUNDING ARRAY IF

THE CABINETS ARE WITHIN 60 FEET OF THE STRUCTURE.

7.

THE DMS ENCLOSURE SHALL BE GROUNDED TO THE SIGN STRUCTURE WITH A GROUND STRAP PER MANUFACTURER'S

RECOMMENDATIONS.

8.

GROUND WIRE LEADS SHALL BE EXOTHERMICALLY WELDED TO THE STRUCTURAL POLES. WELD SHALL BE LOCATED ON

THE SIDE OF THE STRUCTURAL POLE AT LEAST 1 FOOT ABOVE THE BOLT FLANGE. GRIND THROUGH GALVANIZED COATING

TO EXPOSE BARE STEEL. ONCE BARE STEEL IS EXPOSED, WORK CALLED FOR IN THE REMAINDER OF THIS NOTE SHALL

BE COMPLETED WITHOUT INTERRUPTION. HEAT BARE STEEL WITH TORCH FOR SEVERAL MINUTES AND MAKE WELD WHILE

BARE STEEL IS WARM. AFTER WELD IS COMPLETE, COAT WELD AND ASSOCIATED STEEL WITH COLD GALVANIZING SPRAY

WHILE WELD IS STILL WARM.

9.

GROUND WIRE LEADS SHALL BE EXOTHERMICALLY WELDED TO THE H-FRAME OF THE ELECTRICAL SERVICE DISCONNECT.

WELD SHALL BE LOCATED ON THE SIDE OF THE H-FRAME AT LEAST 1' ABOVE THE CONCRETE PAD. GRIND THROUGH

GALVANIZED COATING TO EXPOSE BARE STEEL. HEAT BARE STEEL WITH TORCH FOR SEVERAL MINUTES AND MAKE WELD

WHILE BARE STEEL IS WARM. AFTER WELD IS COMPLETE, COAT WELD AND ASSOCIATED STEEL WITH COLD GALVANIZING

SPRAY WHILE WELD IS STILL WARM.

10.

IF ELECTRICAL SERVICE DISCONNECT IS NOT MOUNTED TO A STEEL H-FRAME, GROUND WIRE LEADS SHALL BE BONDED

WITH A BURNDY CLAMP TO THE ELECTRICAL SERVICE DISCONNECT. BOND SHALL BE LOCATED ON THE SIDE OF THE

NEMA ENCLOSURE AND SHALL BE PROTECTED WITH NO-OX COMPOUND.

11.

GROUND WIRE LEADS SHALL BE BONDED TO EQUIPMENT CABINETS WITH A BURNDY CLAMP. BOND SHALL BE LOCATED ON

THE SIDE OF THE CABINET AND SHALL BE PROTECTED WITH NO-OX COMPOUND.

12.

THE GROUNDING SYSTEM SHALL MEET THE REQUIREMENT OF 5 OHMS OR LESS AS MEASURED FROM THE SIGN

STRUCTURE USING THE THREE-POINT GROUND MEASUREMENT TECHNIQUE. IF THE 5-OHM REQUIREMENT IS NOT MET,

LONGER GROUND RODS MAY BE DRIVEN OR THE GROUNDING ARRAY MAY BE EXTENDED AT NO ADDITIONAL COST TO THE

AUTHORITY UNTIL THE 5-OHM REQUIREMENT IS MET.

13.

HALF-SPAN OR FULL-SPAN STRUCTURES SHALL BE EQUIPPED WITH COMPLETE GROUNDING ARRAYS ATTACHED TO BOTH

UPRIGHTS.

14.

IF EXISTING STRUCTURE IS PAINTED, CONTRACTOR SHALL PAINT CONDUIT AND WELD TO MATCH EXISTING COLOR.

CAMERA POLES ARE PAINTED FLAT BLACK. SIGN STRUCTURES, IF PAINTED, SHALL BE PAINTED IN ACCORDANCE WITH

CFX TECHNICAL SPECIFICATIONS SECTIONS 562 AND 975. THE COLOR OF THE SIGN STRUCTURE SHALL BE FEDERAL

STANDARD 595B, COLOR NUMBER 26314 UNLESS OTHERWISE DIRECTED BY THE AUTHORITY.

15.

GROUNDING CONDUCTOR SHALL BE BONDED AT TOP AND BOTTOM OF RIGID GALVANIZED CONDUIT PER N.E.S.C.

DETAIL A

NTS

EXOTHERMIC WELD

#2 AWG SOLID CONDUCTOR

WEATHER PROOF RUBBER GROMMETED

SERVICE ENTRANCE CONNECTOR

STAINLESS STEEL CONDUIT HANGER FOR (RGS)

CONDUIT ATTACHED TO STRUCTURE UPRIGHT.

USE SILICONE LOCK-TIGHT AFTER DRILLING HOLE

RIGID GALVANIZED (RGS) CONDUIT (3/4" DIA. MIN.)

DETAIL A

RIGID GALVANIZED (RGS) CONDUIT (3/4" DIA. MIN.)

STAINLESS STEEL CONDUIT HANGER FOR (RGS)

CONDUIT ATTACHED TO FOUNDATION

EXOTHERMIC WELD TO

GROUND ROD (TYP)

DATE BY

REVISIONS

DESCRIPTION

REFER TO FDOT SPECIFICATION SECTION

785 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

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ITS DEVICE GROUNDING

SHEET

NO.

J-1

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_J01_V04.dgn

7:51:14 AM

20

6

7

22

23

24

8

AND WIRING DETAIL

25

CABINET GROUNDING COMPONENT

20 20

1

15 15 15 15

3

10 10 10 10

8

5

SLIDE OUT SHELF/DRAWER (RM)

5 5

SLIDE OUT SHELF/DRAWER (RM)

3

6

5

ON

15

ON

1O

PROTECTED

L N G

OFF OFF

D D UNPROTECTED

L R G

5 2

FRONT VIEW BACK VIEW

CABINET 336S EQUIPMENT LAYOUT

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

668 FOR ADDITIONAL INFORMATION.

DATE BY

22

20

2

3

21

20

4

TO

SERVICE

DISCONNECT

9

18

1.

GENERAL NOTES

DESIGN INTENT OF THIS DRAWING IS TO

PROVIDE AN OVERALL GROUNDING CONCEPT

THAT SHOWS ALL GROUNDS FOR CABINETS,

POLES, AND SERVICE ARE REQUIRED TO BE

CONNECTED TOGETHER AS A COMMON GROUND.

2.

THE CABINET IS TO HAVE A SINGLE POINT

GROUND FOR ALL EQUIPMENT

INTERCONNECTED VIA THE USE OF A MAIN

GROUND BUS. THE GROUNDING COMPONENT

AND WIRING DETAILS SHOWS THE

INTERCONNECTION REQUIRED TO PERFORM A

SINGLE POINT CONNECTION.

1

KEYED NOTES

SERVICE GROUND #6 AWG CONDUCTOR FROM SERVICE

MAIN DISCONNECT SWITCH.

2

MAIN GROUND BUS MOUNTED INSIDE OF CABINET.

3

CABINET DIN RAIL MOUNTED INSIDE WITH SURGE

PROTECTION.

4

#10 STRANDED GROUND CONDUCTOR FROM DIN RAIL TO

MAIN GROUND BUS.

5

DISCONNECT SWITCH OR ENCLOSED BREAKER FOR AC

POWER TO CABINET.

3.

SYSTEM SHOWN IS TO CLARIFY AND MEET

THE INTENT OF NEC ARTICLE 250.

6

SPD (SURGE SUPPRESSION DEVICE) FOR DIN RAIL.

7

SURGE SUPPRESSION GROUND WIRE.

4.

REFER TO ADDITIONAL GROUNDING DETAILS.

5.

NUMBER OF GROUND RODS WILL VARY

DEPENDING ON SITE CONDITION.

CONTRACTOR TO PROVIDE PROPER NUMBER OF

GROUND RODS IN ORDER TO OBTAIN THE 5

OHM REQUIREMENT PER SPECIFICATION.

8

GROUND TERMINAL BLOCK FOR ELECTRICAL OUTLETS,

FANS, LIGHTS. COMMON GROUND TO BE CONNECTED TO

MAIN GROUND BUS.

9

GROUND CONDUCTOR

10

MAIN SERVICE DISCONNECT SWITCH FOR AC POWER.

THE SERVICE DISCONNECT IS REQUIRED TO HAVE A

NEUTRAL TO GROUND BOND.

6.

ALL EQUIPMENT AND STRUCTURES AT THE

SITE ARE TO BE CONNECTED TO THE MAIN

GROUND BUS IN THE CABINET PROVIDING A

SINGLE EQUI-POTENTIAL GROUNDING SYSTEM.

7.

ALLOW 2 FEET OF SLACK FOR THE CONDUCTOR

WIRE SO A CLAMP ON MEGGER CAN BE

ATTACHED.

11

UTILITY METER. CONNECT GROUND TO COMMON

SERVICE GROUND.

12

ITS CABINET 336S

13

14

CCTV STRUCTURE POLE.

GROUND CONDUCTOR FOR POLES. REFER TO MOUNTING

DIAGRAM.

15

NOT USED

16 SERVICE GROUND RODS.

17

NOT USED

18

GROUND RODS SEE ITS DEVICE GROUNDING ARRAY (2

OF 2) SHEET FO-26.

19

EXOTHERMIC WELD CONNECTION AT POLE TO GROUND

CONDUCTOR.

20 GROUND CLAMP USED AT GROUND BUS.

21

GROUND CLAMP USED AT DIN RAIL.

22 FANS FOR CABINET CONNECTED TO MAIN GROUND BUS

OR VIA GROUND TERMINAL BLOCK.

23

RECEPTACLE GROUND WIRE CONNECTION TO GROUND

TERMINAL BLOCK.

24

LIGHTING FIXTURE GROUND WIRE CONNECTION TO

GROUND TERMINAL BLOCK.

25

#6 GROUND CONDUCTOR FROM GROUND TERMINAL

BLOCK TO MAIN GROUND BUS BAR.

26

NOT USED

27

STEP UP/STEP DOWN TRANSFORMER ASSEMBLY

12

27

5

11

10

UTILITY

XFMR

19

14

13

14

2

1

9

GRADE

DESCRIPTION

18

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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USER: lyfe6246 3/30/2015

18 16

OVERALL GROUNDING DETAIL (TYPICAL)

16

CENTRAL

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AUTHORITY

7:51:15 AM

ITS DEVICE GROUNDING

ARRAY (1 OF 4)

SHEET

NO.

J-2

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_J02_V04.dgn

(*) EXOTHERMIC WELD

POWER DISCONNECT

TRANSFORMER

EXOTHERMIC WELD

TO H-FRAME (TYP.)

GROUND-MOUNTED

CABINET

*SEE SHEET J-2

BOND CABINET TO ARRAY

WITH BURNDY CLAMP

EXOTHERMIC WELD TO

20' GROUND ROD

2

0

T

Y

P

)

6'

(

YP

)

#2 SOLID CONDUCTOR TINNED

BARE COPPER WIRE (TYP)

BARRIER WALL

OR GUARDRAIL

EXOTHERMIC WELD TO

20' GROUND ROD (TYP)

BARRIER WALL

OR GUARDRAIL

EXOTHERMIC WELD TO

20' GROUND ROD (TYP)

EXOTHERMIC WELD TO

SIGN STRUCTURE UPRIGHT

(TYP.)

T

YP

6

(

)

2

0

T

(

Y

P

)

SPAN STRUCTURE WITH DUAL-POLE UPRIGHTS

(*) INSTALL 20' GROUND ROD IF THE DISTANCE

BETWEEN THIS JUNCTION AND THE ADJACENT

GROUND ROD IS GREATER THAN 20 FEET.

ADDITIONAL RODS AS NEEDED

TO MEET 5-OHM REQUIREMENT

(*)EXOTHERMIC WELD

POWER DISCONNECT

TRANSFORMER

EXOTHERMIC WELD

TO H-FRAME (TYP.)

GROUND-MOUNTED

CABINET

*SEE SHEET J-2

BOND CABINET TO ARRAY

WITH BURNDY CLAMP

EXOTHERMIC WELD TO

20' GROUND ROD

2

0

T

Y

P

)

6

'

T

YP

)

DATE BY

REVISIONS

DESCRIPTION

REFER TO FDOT SPECIFICATION SECTION

785 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

BARRIER WALL

OR GUARDRAIL

EXOTHERMIC WELD TO

20' GROUND ROD (TYP)

EXOTHERMIC WELD TO

20' GROUND ROD (TYP)

EXOTHERMIC WELD

TO SIGN STRUCTURE

UPRIGHT (TYP)

6

'

T

YP

)

2

0

T

(

Y

P

)

BARRIER WALL

OR GUARDRAIL

ADDITIONAL RODS AS NEEDED

TO MEET 5-OHM REQUIREMENT

#2 SOLID CONDUCTOR

TINNED BARE COPPER

WIRE (TYP.)

SPAN STRUCTURE WITH SINGLE-POLE UPRIGHTS

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

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EXPRESSWAY

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7:51:16 AM

ITS DEVICE GROUNDING

ARRAY (2 OF 4)

SHEET

NO.

J-3

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_J03_V04.dgn

EXISTING

STRUCTURE

EXISTING GROUNDING

ARRAY (TYP.)

CONNECT ARRAYS

WITH EXOTHERMIC

WELD

2

0

'

(T

Y

P

.)

BARRIER WALL

OR GUARDRAIL

EXOTHERMIC

WELD (TYP)

6

'

(T

Y

P

.)

CCTV POLE OR SIGN

STRUCTURE UPRIGHT

EXOTHERMIC

WELD (TYP)

PULL BOX

(T

Y

P

.)

6

'

ELECTRICAL

DISCONNECT

POLE. BOND

NEMA ENCLOSURE

W/ BURNDY CLAMP.

BOND TYPE 170

CABINET TO ARRAY

W/ BURNDY CLAMP.

*SEE SHEET J-2

(T

Y

P

.)

2

0

'

#2 SOLID TINNED

BARE COPPER WIRE

(TYP.)

DATE BY

REVISIONS

DESCRIPTION

REFER TO FDOT SPECIFICATION SECTION

785 FOR ADDITIONAL INFORMATION.

DATE BY

EXOTHERMIC WELD

TO 20' GROUND ROD

(TYP.)

DESCRIPTION

ADDITIONAL RODS AS NEEDED

TO MEET 5-OHM REQUIREMENTS

GROUNDING DETAIL IN PROXIMITY

TO EXISTING ITS SIGN STRUCTURE

N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

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7:51:16 AM

ITS DEVICE GROUNDING

ARRAY (3 OF 4)

SHEET

NO.

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I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_J04_V04.dgn

20' GROUND ROD (TYP.)

EXOTHERMIC

WELD (TYP)

EXOTHERMIC

WELD (TYP)

120°

6'

(TYP.)

BOND TYPE 170

CABINET TO ARRAY

W/ BURNDY CLAMP.

*SEE SHEET J-2

PULL BOX

ELECTRICAL

DISCONNECT

POLE. BOND

NEMA ENCLOSURE

W/ BURNDY CLAMP.

20'

(TYP.)

ADDITIONAL RODS

AS NEEDED TO MEET

5-OHM REQUIREMENTS

CCTV POLE OR SIGN

STRUCTURE UPRIGHT

EXOTHERMICALLY WELD ALL FENCE POSTS

WITHIN 6' OF THE GROUNDING ARRAY

R/W FENCE

BOND TYPE 170

CABINET TO ARRAY

*SEE SHEET J-2

6

'

(T

Y

P

.)

2

0

'

(T

Y

P

.)

(T

Y

6

'

P

.)

CCTV POLE OR

STRUCTURE

UPRIGHT

EXOTHERMIC

WELD (TYP)

PULL BOX

ELECTRICAL

DISCONNECT

POLE. BOND

NEMA ENCLOSURE

W/ BURNDY CLAMP.

EXOTHERMIC WELD

TO 20' GROUND ROD

(TYP.)

(T

Y

P

.)

2

0

'

#2 SOLID TINNED

BARE COPPER WIRE

(TYP)

#2 SOLID TINNED

BARE COPPER WIRE

STANDARD GROUNDING ARRAY

N.T.S.

EXOTHERMIC

WELD TO

20' GROUND ROD

ADDITIONAL RODS AS NEEDED

TO MEET 5-OHM REQUIREMENTS

GROUNDING ARRAY - LIMITED R/W

N.T.S.

BOND TYPE 170

CABINET TO ARRAY

*SEE SHEET J-2

BARRIER WALL

OR GUARDRAIL

EXOTHERMIC

WELD (TYP)

DATE BY

REVISIONS

DESCRIPTION

REFER TO FDOT SPECIFICATION SECTION

785 FOR ADDITIONAL INFORMATION.

DATE BY

ADDITIONAL RODS

AS NEEDED TO MEET

5-OHM REQUIREMENTS

DESCRIPTION

6'

(TYP.)

20' (TYP)

CCTV POLE OR

STRUCTURE

UPRIGHT

EXOTHERMIC WELD TO

GROUND ROD (TYP)

GROUNDING ARRAY - LIMITED R/W

N.T.S.

WALL OR OBSTRUCTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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7:51:17 AM

ITS DEVICE GROUNDING

ARRAY (4 OF 4)

SHEET

NO.

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EXPOSED HELIAX CABLES NOT RUNNING

IN RIGID GALVANIZED CONDUIT TO BE

HOUSED IN FLEXIBLE STEEL CONDUIT

"LIQUATITE FLEXIBLE STEEL

CONDUIT JIC, 2", PART NO. 16102" OR

AUTHORITY APPROVED EQUAL.

SIGN PANEL

DCS READER CABINET (IF METAL, BOND

CABINET TO NO. 2 WIRE JUMPER WITH

BURNDY CLAMP, AND

EXOTHERMICALLY WELD JUMPER TO SIGN

STRUCTURE UPRIGHT)

SIGN LUMINAIRE SIGN STRUCTURE UPRIGHT

NOTES:

ANTENNA SHOWN MOUNTED TO BACK CORD, FRONT INSTALLATION MAY BE USED WHEN APPLICABLE.

SIGN STRUCTURE MOUNTED DCS (PROFILE)

N.T.S.

ASTRO-BRACKET (PELCO OR CFX

APPROVED EQUAL)

NEW ABOVEGROUND

CONDUIT TO DCS

(SEE NOTE 4)

2" ABOVEGROUND CONDUIT

EXPOSED HELIAX CABLES NOT RUNNING

IN RIGID GALVANIZED CONDUIT TO BE

HOUSED IN FLEXIBLE STEEL CONDUIT

"LIQUATITE FLEXIBLE STEEL

CONDUIT JIC, 2", PART NO. 16102" OR

AUTHORITY APPROVED EQUAL.

NOTES:

1.

DCS ANTENNA

DCS CABINET TO BE MOUNTED TO STRUCTURE UPRIGHT

WITH 2 STAINLESS STEEL BANDS.

HELIAX CABLE

DRIP LOOP

2.

BAND TYPE 170 CABINET TO UPRIGHT AT BACK OF POLE.

RUN FIBER OPTIC CABLE AND POWER SUPPLY TO BOTTOM OF

CABINET IN RIGID CONDUIT. CONTINUE SINGLE RUN OF RIGID

CONDUIT FROM TOP OF CABINET TO TOP OF UPRIGHT. RUN

CABLE INTO BOTTOM OF "J" HOOK AND INTO DCS READER

CABINET.

DCS ANTENNA

3.

4.

WHEN INSTALLING DCS EQUIPMENT TO EXISTING STRUCTURE,

CARE SHALL BE TAKEN AS TO NOT DAMAGE ANY EXISTING

EQUIPMENT ATTACHED TO THE SIGN STRUCTURE. ANY

DAMAGED EQUIPMENT SHALL BE REPLACED IN KIND AT THE

CONTRACTOR'S EXPENSE.

EXISTING

SIGN

STRUCTURE

WHEN INSTALLING ABOVEGROUND CONDUIT ON EXISTING

SIGN STRUCTURES, THE CONDUIT SHALL BE ATTACHED TO

THE BACK TRUSS CHORD TO MINIMIZE VISUAL IMPACT.

5.

6.

STAINLESS STEEL BANDS SHALL BE SIZED TO SUPPORT 3

TIMES THE WEIGHT OF THE CABINETS AND ITS CONTENTS.

SHOP DRAWINGS FOR THE DCS MOUNT WILL BE REQUIRED

FOR ENGINEER'S REVIEW AND APPROVAL PRIOR TO

FABRICATION. THE MOUNTING HARDWARE OF THE DSC SHALL

BE SIZED TO SUPPORT 3 TIMES THE WEIGHT OF THE DCS,

AND TO RESIST 3 TIMES THE WIND LOAD ON THE DCS DUE

TO DESIGN WIND SPEED OF 130 MPH.

POLE PLATE

WITH

STEEL BAND

7.

ANTENNA COLOR SHALL BE SUBMITTED TO CFX FOR

APPROVAL.

EXPOSED CABLE(S) NOT RUNNING IN RIGID

GALVANIZED CONDUIT(S)TO BE HOUSED IN

FLEXIBLE STEEL CONDUIT "LIQUATITE

FLEXIBLE STEEL CONDUIT JIC,1" PART NO

13102" OR AUTHORITY APPROVED EQUAL.

1" RIGID GALVANIZED CONDUIT SECURED TO

UPRIGHT WITH "MINERALLC 1" STAINLESS

STEEL CONDUIT HANGERS, CATALOG NO 2SB"

OR AUTHORITY APPROVED EQUAL. @ 5'

CENTERS, USING SILICONE LOCK TIGHT

AFTER DRILLING HOLE. CONTAINS ISMA 19-2

7 CONDUCTOR CABLE FOR POWER AND DATA.

POLE MOUNTED

TYPE 170 CABINET

(WHERE

APPLICABLE AS

INDICATED IN

PLANS)

BURNDY CLAMP

EXOTHERMIC WELD FOR GROUND

CONNECTION (2 OR 3 PER

STRUCTURE - SEE GROUNDING

DETAILS)

3

4

" SCH. 40

PVC SLEEVE

TOP OF GRADE

8.

CONDUIT SHALL ENTER THE POLE MOUNTED CABINET FROM

THE BOTTOM.

18" MIN.

9.

10.

TYPE 170 CABINETS SHALL BE PLACED AS SHOWN 3' FROM

BOTTOM OF CABINET TO GRADE. IF IMPRACTICAL DUE TO

SITE GEOMETRICS, AN ALTERNATE LOCATION ADJACENT TO

THE STRUCTURE SHALL BE DESIGNED FOR A CABINET

PLACEMENT ON A TYPE II POLE WITH THE BOTTOM OF THE

CABINET 3' FROM GRADE.

CONDUITS (3) FOR FIBER

OPTIC CABLE (2) AND POWER

SUPPLY(1). (SEE CONDUIT

AND PULL BOX DETAILS)

SLIDE OUT TRAY SHALL BE ORIENTED SUCH THAT THE

TECHNICIAN SHALL NEVER HAVE THEIR BACK TO THE

DIRECTION OF TRAVEL.

11.

CABINET SHALL NEVER BE MOUNTED ON THE APPROACHING

SIDE OF TRAFFIC.

12.

IT IS THE INTENT OF THE ENGINEER TO PROVIDE A SAFE

WORKING SPACE FOR THE FIELD TECHNICIANS.

TO REST

OF ARRAY

5

8

" GROUND ROD(COPPER

CLAD) TO BE INSTALLED

IN UNDISTURBED SOIL.

NO. 2 SOLID TINNED COPPER

GROUND WIRES SHALL BE

EXOTHERMICALLY WELDED TO

GROUND RODS.

SIGN STRUCTURE MOUNTED DCS

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

633, 635, 638, 663, AND 668 FOR

ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:17 AM

DCS SIGN STRUCTURE

MOUNTING DETAIL

SHEET

NO.

K-1

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USER: lyfe6246 3/30/2015

FFBW

APPROACH SLAB

VARIES

BRIDGE DECK

NOTE: INSTALL HANGERS

ON 8'-0" CENTERS MAX.

NO LOWER THAN

LOWEST BEAM

(VARIES)

SECTION A-A

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

638 AND 663 FOR ADDITIONAL

INFORMATION.

DATE BY

3'-0" (TYP.)

HANGERS SPACED AT 8' O.C.

MAX. (SEE HANGER DETAIL)

A

BRIDGE DECK

3'-0" (TYP.)

SEAL CONDUIT

(FOR PULL BOX)

WITH

ELECTRICAL

PUTTY

3'-0" (TYP.)

1'-0"

(MIN.) (TYP.)

2" NPS SCH. 40 (8' MAX.,

BETWEEN HANGERS)

VARIES

YAGI ANTENNA

A

STAINLESS STEEL, ALUMINUM OR

NON-CORROSIVE EQUIVALENT PULL

BOX W/HINGED COVER ACCESSIBLE

FROM BELOW; 8" x 24" x 24" (MIN.);

COMPLIANT WITH NEMA 4X.

SECTION (THRU PIERS AND END BENTS)

WITH ANTENNA HANGER

SEE HANGER DETAIL FOR UNDER BRIDGE DECK INSTALLATION

N.T.S.

UP TO FOUR (4)

2" SCH 80

PVC CONDUITS

¡ PIER

3'-0" (TYP.)

DESCRIPTION

NOTES:

1.

THE MECHANICAL EXPANSION ANCHORS INSTALLED IN PRE-DRILLED HOLES IN

THE EXISTING BRIDGE DECK SHALL BE SIZED WITH A MINIMUM FACTOR OF

SAFETY OF FOUR.

2.

THE EXPANSION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS.

3.

THE THREADED RODS SHALL BE IN ACCORDANCE WITH ASTM A36 AND SHALL BE

GALVANIZED IN ACCORDANCE WITH ASTM A153.

4.

2" NPS SCH. 40 STRUCTURAL PIPE SHALL BE IN ACCORDANCE WITH ASTM A53

GRADE B FOR STANDARD WEIGHT PIPE (SCHEDULE 40) AND SHALL BE

GALVANIZED IN ACCORDANCE WITH ASTM A123. THE PIPE SHALL BE SECURED TO

THE HANGERS WITH U-BOLTS TO AVOID MOVEMENT AND ROTATION.

5.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE HANGER SYSTEM FOR

APPROVAL PRIOR TO FABRICATION. THE SHOP DRAWINGS SHALL INCLUDE, AT A

MINIMUM, HANGER LAYOUT AND HANGER DETAILS. LOCATIONS OF EXPANSION

JOINTS AND ANCHOR POINTS, MOUNTING DETAILS OF ANTENNA TO PIPE AND ALL

OTHER DETAILS REQUIRED FOR INSTALLATION OF ANTENNAS, CONDUITS AND

HANGERS.

6.

THE FURNISHING AND INSTALLATION OF THE HANGER SYSTEM, CONDUITS,

ANTENNAS AND RELATED HARDWARE SHALL BE PAID UNDER PAY ITEM SERIES

663-74-14X.

EXPANSION ANCHORS

IN PRE DRILLED HOLES

GALVANIZED

YAGI ANTENNA

4

DIRECTION OF

VEHICULAR TRAVEL

" DIA.

THREADED RODS W/

WASHERS & NUTS (TYP.)

FLAT CROSSBAR

(1/2" X 2") (TYP.)

ROUND SPACER

SINGLE NUT

W/LOCK WASHER

(TYP.)

TUBE (TYP.)

7.

IF OTHER TYPE OF ANTENNA IS TO BE INSTALLED, THE CONTRACTOR SHALL

SUBMIT DESIGN, SHOP DRAWINGS, AND DESIGN CALCULATIONS FOR APPROVAL BY

CFX.

45°

HANGER DETAIL

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

UP TO FOUR (4)

2" SCH 80

PVC CONDUITS

2" NPS SCH. 40

(8' MAX., BETWEEN

HANGERS)

SQUARE

CROSSTUBE

(1/8" X 2" X 2")

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:18 AM

DCS BRIDGE MOUNTING

DETAIL (STRAIGHT BRIDGE)

SHEET

NO.

K-2

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_K02_V04.dgn

FFBW

APPROACH SLAB

3'-0" (TYP.)

HANGERS SPACED AT 8' O.C. MAX.

(SEE HANGER DETAIL)

B

BRIDGE DECK

3'-0" (TYP.)

SEAL CONDUIT

(FOR PULL BOX)

WITH

ELECTRICAL

PUTTY

3'-0" (TYP.)

¡ PIER

3'-0" (TYP.)

BRIDGE DECK

NO LOWER THAN

LOWEST BEAM

(VARIES)

SECTION B-B

(SKEWED BRIDGE)

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

638 AND 663 FOR ADDITIONAL

INFORMATION.

DATE BY

1'-0"

(MIN.) (TYP.)

ASTRO-BRACKET OR

SIMILAR

2" NPS SCH. 40

(8' MAX., BETWEEN

HANGERS)

YAGI ANTENNA

UP TO FOUR (4)

2" SCH 80

PVC CONDUITS

B

STAINLESS STEEL, ALUMINUM OR

NON-CORROSIVE EQUIVALENT PULL

BOX W/HINGED COVER ACCESSIBLE

FROM BELOW; 8" x 24" x 24" (MIN.);

COMPLIANT WITH NEMA 4X.

SECTION (THRU PIERS AND END BENTS)

WITH ANTENNA HANGER FOR SKEWED BRIDGES

SEE HANGER DETAIL FOR UNDER BRIDGE DECK INSTALLATION

N.T.S.

EXPANSION ANCHORS

IN PRE DRILLED HOLES

¡

NOTES:

1.

THE MECHANICAL EXPANSION ANCHORS INSTALLED IN PRE-DRILLED HOLES IN THE EXISTING

BRIDGE DECK SHALL BE SIZED WITH A MINIMUM FACTOR OF SAFETY OF FOUR.

2.

THE EXPANSION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS.

3.

THE THREADED RODS SHALL BE IN ACCORDANCE WITH ASTM A36 AND SHALL BE GALVANIZED

IN ACCORDANCE WITH ASTM A153.

4.

2" NPS SCH. 40 STRUCTURAL PIPE SHALL BE IN ACCORDANCE WITH ASTM A53 GRADE B FOR

STANDARD WEIGHT PIPE (SCHEDULE 40) AND SHALL BE GALVANIZED IN ACCORDANCE WITH

ASTM A123. THE PIPE SHALL BE SECURED TO THE HANGERS WITH U-BOLTS TO AVOID

MOVEMENT AND ROTATION.

5.

THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE HANGER SYSTEM FOR APPROVAL

PRIOR TO FABRICATION. THE SHOP DRAWINGS SHALL INCLUDE, AT A MINIMUM, HANGER LAYOUT

AND HANGER DETAILS. LOCATIONS OF EXPANSION JOINTS AND ANCHOR POINTS, MOUNTING

DETAILS OF ANTENNA TO PIPE AND ALL OTHER DETAILS REQUIRED FOR INSTALLATION OF

ANTENNAS, CONDUITS AND HANGERS.

6.

THE FURNISHING AND INSTALLATION OF THE HANGER SYSTEM, CONDUITS, ANTENNAS AND

RELATED HARDWARE SHALL BE PAID UNDER PAY ITEM SERIES 663-74-14X.

7.

IF OTHER TYPE OF ANTENNA IS TO BE INSTALLED, THE CONTRACTOR SHALL SUBMIT DESIGN,

SHOP DRAWINGS, AND DESIGN CALCULATIONS FOR APPROVAL BY CFX.

GALVANIZED

4

" DIA.

THREADED RODS W/

WASHERS & NUTS (TYP.)

FLAT CROSSBAR

(1/2" X 2") (TYP.)

SINGLE NUT

W/LOCK WASHER

(TYP.)

YAGI ANTENNA

ROUND SPACER

TUBE (TYP.)

DIRECTION OF

VEHICULAR TRAVEL

45°

HANGER DETAIL

(SKEWED BRIDGE)

UP TO FOUR (4)

2" SCH 80

PVC CONDUITS

2" NPS SCH. 40

(8' MAX., BETWEEN

HANGERS)

SQUARE

CROSSTUBE

(1/8" X 2" X 2")

ASTRO-BRACKET

OR SIMILAR

DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:18 AM

DCS BRIDGE MOUNTING

DETAIL (SKEWED BRIDGE)

SHEET

NO.

K-3

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_K03_V04.dgn

¡ PIER

STAINLESS STEEL, ALUMINUM OR

NON-CORROSIVE EQUIVALENT PULL

BOX W/HINGED COVER ACCESSIBLE

FROM BELOW; 8" x 24" x 24" (MIN.);

COMPLIANT WITH NEMA 4X.

¡ BEAM (TYP.)

UP TO FOUR (4)

2" SCH 80

PVC CONDUITS

YAGI ANTENNA

HANGERS SPACED AT 10' O.C.

(SEE HANGER DETAIL)

TO OTHER

DCS ANTENNAS

2" NPS SCH. 40

¡ PIER

¡ BEAM (TYP.)

SEAL CONDUIT

WITH ELECTRICAL

PUTTY

DCS CONDUIT AND HANGER DETAILS - PLAN VIEW

N.T.S.

VARIES

NOTE:

1.

IF OTHER TYPE OF ANTENNA IS TO BE INSTALLED, THE CONTRACTOR SHALL SUBMIT

DESIGN, SHOP DRAWINGS, AND DESIGN CALCULATIONS FOR APPROVAL BY CFX.

¡ BEAM (TYP.)

UP TO FOUR (4)

2" SCH 80

PVC CONDUITS

YAGI ANTENNA

HANGERS SPACED AT 10' O.C.

(SEE HANGER DETAIL)

STAINLESS STEEL, ALUMINUM OR

NON-CORROSIVE EQUIVALENT PULL

BOX W/HINGED COVER ACCESSIBLE

FROM BELOW; 8" x 24" x 24" (MIN.);

COMPLIANT WITH NEMA 4X.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

638 AND 663 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

2" NPS SCH. 40

HER

NTEN

NAS

¡ BEAM (TYP.)

SEAL CONDUIT

WITH ELECTRICAL

PUTTY

ASTRO-BRACKET

OR SIMILAR

DCS CONDUIT AND HANGER DETAILS - PLAN VIEW

SKEWED BRIDGE - N.T.S.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:19 AM

DCS BRIDGE MOUNTED

CONDUIT DETAIL

SHEET

NO.

K-4

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A

MECHANICAL EXPANSION ANCHOR

2" SCH. 80 PVC

ABOVEGROUND CONDUIT

(FOR ELECTRICAL SERVICE

WIRE OR CCTV/DCS CABLE)

GALVANIZED CONDUIT

STRAP SPACED AT 10' O.C.,

BOLTED INTO MECHANICAL

EXPANSION ANCHORS

BRIDGE

END WALL

BRIDGE

RAIL

BRIDGE DECK

36"

MIN.

2" SCH. 40 PVC

ABOVEGROUND CONDUIT

(FOR ELECTRICAL SERVICE

WIRE OR CCTV/DCS CABLE)

2" SCH. 80 PVC

ABOVEGROUND CONDUIT

(FOR ELECTRICAL SERVICE

WIRE OR CCTV/DCS CABLE)

END BENT

S

L

O

P

E

P

A

V

E

M

E

N

T

BEAM

2" SCH. 80 PVC

ABOVEGROUND CONDUIT

(FOR ELECTRICAL SERVICE

WIRE OR CCTV/DCS CABLE)

CONCRETE (OR

STEEL) BEAM

SECTION A-A

NOTE:

1.

THE MECHANICAL EXPANSION ANCHORS, INSTALLED IN PRE

DRILLED HOLES IN THE EXISTING DECK, AND THE CONDUIT

STRAP SHALL BE SIZED WITH A MINIMUM FACTOR OF SAFETY OF

FOUR.

A

BRIDGE STRUCTURE MOUNTED CONDUIT FOR ELECTRICAL AND CCTV/DCS CABLES (TYPICAL)

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

638, AND 663, AND 686 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS BRIDGE MOUNTED

CONDUIT TRANSITION

DETAIL

SHEET

NO.

K-5

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7:51:20 AM

DCS STEEL TUBE STRUCTURE DETAIL

A

ASTRO-BRACKET

DCS ANTENNAS

A

20'

TOP OF FINISHED

GRADE

TOP OF FINISHED

PAVEMENT

TOP OF FINISHED

GRADE

DCS READER CABINET

SQUARE TUBE STRUCTURE

SQUARE TUBE

ASTRO-BRACKET

OR SIMILAR

SECTION A-A

45°

DCS ANTENNA

DRILLED SHAFT DRILLED SHAFT

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:20 AM

DCS STEEL TUBE

STRUCTURE ANTENNA DETAIL

SHEET

NO.

K-6

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POLE PLATE WITH

STEEL BAND

DCS READER

CABINET

1"-CONDUIT

SOLAR PANEL

DCS ANTENNA

SEE ANTENNA

MOUNTING DETAIL

CONCRETE

TYPE IV POLE

POLE PLATE WITH

STEEL BAND

6'-0" (TYP.)

CONCRETE STRAIN

POLE OVERHEAD

SIGN MOUNTS

DCS ANTENNA

ANTENNA MOUNTING DETAIL

N.T.S.

POLE MOUNTED

TYPE 170 CABINET

CONDUIT SHALL

ENTER THE

POLE MOUNTED

CABINET FROM

THE BOTTOM

GROUND LINE

OR GRADE

DCS CABLE

U-BOLT

3'-6" (DIA.)

TEMPORARY DCS POLE

N.T.S.

CONCRETE FOOTER

NO. 2 SOLID TINNED

COPPER GROUND WIRES

SHALL BE EXOTHERMICALLY

WELDED TO GROUND RODS.

5

8

" GROUND ROD

(COPPER CLAD)

TO BE INSTALLED

IN UNDISTURBED

SOIL.

TO WEATHERHEAD

DRIP LOOP

CONCRETE STRAIN

POLE OVERHEAD

SIGN MOUNT

SECTION A-A

N.T.S.

45°

A

A

DCS ANTENNA

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

663 AND 668 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

INTERIM DCS SITE DETAIL

SHEET

NO.

K-7

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_K07_V04.dgn

7:51:20 AM

'AA'

¡ UPRIGHT TUBING

DETAIL 1

(SEE SHEET NO. K-10)

¡ OPTIONAL SPLICE

'A' SPAN LENGTH

'AB'

ARM STRUCTURAL TUBING 'F'

¡ OPTIONAL SPLICE

TYP.

'AA'

4"

TYP.

¡ UPRIGHT TUBING

¡ ARM TUBING

RIGHT UPRIGHT STRUCTURAL TUBING 'H'

LEFT UPRIGHT STRUCTURAL TUBING 'G'

DETAIL 4

(SEE SHEET NO. K-9)

FINISHED

GRADE

(TYP.)

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DCS STEEL TUBE STRUCTURE NOTES

1.

GENERAL SPECIFICATIONS: FLORIDA DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND

BRIDGE CONSTRUCTION (2014 EDITION) AND SUPPLEMENTS

THERETO.

2.

DESIGN SPECIFICATIONS: AMERICAN ASSOCIATION OF STATE

HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)

STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR

HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (6th,

EDITION WITH INTERIMS 2013).

3.

THE DESIGN WIND SPEED IS 130 MPH IN CONFORMANCE

WITH THE FDOT STRUCTURES DESIGN GUIDELINES AND

PLANS PREPARATION MANUAL, JANUARY 2003 EDITION,

REVISED JANUARY 2014.

4.

STRUCTURE MATERIALS SHALL BE AS FOLLOWS:

STEEL STRUCTURAL TUBING: ASTM A500, GRADE B.

STEEL PLATES: ASTM A709, GRADE 36

WELD METAL: E70XX

BOLTS (EXCEPT ANCHOR BOLTS): ASTM A307

ANCHOR BOLTS: ASTM F1554, GRADE 55

NUTS FOR ANCHOR BOLTS: ASTM A563, GRADE A, HEAVY HEX

5.

6.

REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

CONCRETE SHALL BE CLASS IV (DRILLED SHAFT) WITH A

MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4 KSI FOR ALL

ENVIRONMENTAL CLASSIFICATIONS.

7.

GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF 5 KSI AND SHALL MEET THE REQUIREMENTS

OF SECTION 934.

8.

HOLE DIAMETERS FOR ANCHOR BOLTS SHALL NOT EXCEED

THE BOLT DIAMETER PLUS

2

".

9.

ALL WELDING SHALL CONFORM TO AMERICAN WELDING

SOCIETY STRUCTURAL WELDING CODE (STEEL) ANSI/AWS D1. 1

(CURRENT EDITION). ALL COMPLETE JOINT PENETRATION

WELDS SHALL BE RADIOGRAPHICALLY OR ULTRASONICALLY

INSPECTED. ALL WELDING PROCEDURES SHALL BE

SUBMITTED FOR APPROVAL.

10.

BOLTS, NUTS AND WASHERS SHALL BE GALVANIZED PER

ASTM A153.

DESCRIPTION

11.

PAINT AND COLOR FOR THE STRUCTURE, THE DCS ANTENNA

ATTACHMENT HARDWARE AND ALL ATTACHMENTS TO THE

STRUCTURE SHALL BE WEATHER PERFECT ACRYLIC, LATEX

FLAT, COLOR NO. SW2333-IMPRESSIVE IVORY OR APPROVED

EQUAL. FOR PAINTING AND SURFACE PREPARATION, THE

CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S

RECOMMENDATIONS.

12.

ALTERNATE DESIGNS FOR THIS STRUCTURE ARE NOT

ALLOWED.

13.

SHOP DRAWINGS FOR THIS STRUCTURE ARE REQUIRED AND

FABRICATION SHALL NOT BEGIN UNTIL THESE SHOP

DRAWINGS ARE APPROVED. SHOP DRAWINGS SHALL INCLUDE

THE CONTRACTOR'S FIELD VERIFICATION OF ALL UPRIGHT

HEIGHTS AND FOUNDATION ELEVATIONS NECESSARY TO

INSURE MINIMUM VERTICAL CLEARANCES AS PER THESE

PLANS. SHOP DRAWINGS SHALL ALSO INCLUDE ANCHOR BOLT

ORIENTATION WITH RESPECT TO ¡ TRUSS AND THE

DIRECTION OF TRAFFIC.

14.

ALTERNATE SPLICE DETAILS SHALL REQUIRE SHOP DRAWINGS

FROM CONTRACTOR, SIGNED AND SEALED BY A FLORIDA

PROFESSIONAL ENGINEER, FOR REVIEW AND APPROVAL.

15.

THE FOUNDATION FOR THE STRUCTURE SHALL BE

CONSTRUCTED IN ACCORDANCE WITH SECTION 455 OF THE

SPECIFICATIONS EXCEPT THAT NO PAYMENT FOR THE

FOUNDATION SHALL BE MADE UNDER SECTION 455. THE COST

OF PROVIDING THE FOUNDATION SHALL BE INCLUDED IN THE

PAY ITEM FOR PROVIDING THE COMPLETE STRUCTURE.

PAYMENT FOR ANY INCIDENTAL ITEMS INCURRED IN

FURNISHING AND INSTALLING THIS STRUCTURE SHALL BE

INCLUDED IN THE PAY ITEM FOR PROVIDING THE COMPLETE

STRUCTURE.

16.

PROVIDE CAMBER ON THE ARM WITH THE MIDSPAN CAMBER

VALUE AS INDICATED ON THE CAMBER DIAGRAM. SHOP

DRAWINGS ARE REQUIRED, DETAILING METHOD TO OBTAIN

THE ARM CAMBER, FOR REVIEW AND APPROVAL.

17.

THE STRUCTURE MUST BE ASSEMBLED AFTER FIELD SURVEY

OF ANCHOR BOLT LOCATIONS AND PRIOR TO PAINTING AND

SHIPMENT TO THE SITE TO VERIFY CORRECT ORIENTATION

AND ASSURE FIT UP. IT MAY BE DISASSEMBLED FOR

SHIPPING. THE CONTRACTOR SHALL DEMONSTRATE TO THE

ENGINEER BY PREASSEMBLY OR OTHER APPROVED METHODS

THAT THE SPAN LENGTH OF THE STRUCTURE IN THE

NO-LOAD CONDITION MATCHES within

1

2

" OF THE FIELD

MEASURED SPAN LENGTH BETWEEN FOUNDATIONS.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

2" Φ PVC

CONDUIT

DRILLED SHAFT (TYP.);

SEE SHEET NO. K-9

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:21 AM

DCS STEEL TUBE STRUCTURE

NOTES AND ELEVATIONS

SHEET

NO.

K-8

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A

2

'

-

2

"

M

IN

.

L

A

P

'PB' Φ (LEFT UPRIGHT)

'RB' Φ (RIGHT UPRIGHT)

6

"

C

O

V

E

R

STRUCTURAL TUBING

A

ANCHOR BOLT (TYP.)

¡ DRILLED SHAFT,

TUBING AND PLATE

'PC' OR 'RC' BARS

EQUALLY SPACED

BASE PLATE

#5 TIES:

RADIUS = 1'-0"

LAP= 2'-2"

TOTAL LENGTH= 8'-5

1

2

"

PLAN VIEW

3"

'G' OR 'H' + 1'-0"

2 EQUAL SPACES

3"

CENTER OF DRILLED SHAFT

AND STRUCTURAL TUBING

¡ DRILLED SHAFT

ANCHOR BOLT (TYP.)

FINISH GRADE

6" +/-

'MA' Φ BOLT, LEFT UPRIGHT

'NA' Φ BOLT, RIGHT UPRIGHT

1

4

" PLATE WASHER

AT TOP AND BOTTOM

OF BASE PLATE (TYP.)

STRUCTURAL TUBING 'F' OR 'G'

BASE PLATE ~ PLAN VIEW

¡ STRUCTURAL TUBING, PLATE AND

DRILLED SHAFT

4" HOLE

STRUCTURAL TUBING 'F' OR 'G'

DETAIL 6

LEVELING NUT (TYP.)

UPRIGHT TUBING

DRILLED SHAFT

3" 6"

3"

GROUT PAD*

2" Φ PVC

CONDUIT

'PC' @ LEFT UPRIGHT

'RC' @ RIGHT UPRIGHT

'MA' Φ BOLT, LEFT UPRIGHT

'NA' Φ BOLT, RIGHT UPRIGHT

DOUBLE NUTS

(TYP.)

DETAIL 6

'MC' BASE PLATE LEFT UPRIGHT

'NC' BASE PLATE RIGHT UPRIGHT

6" COVER

DRILLED SHAFT ELEVATION

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

SECTION A-A

DETAIL 4

*

PROVIDE

1

2

" DRAINAGE SLOT

IN GROUT PAD BETWEEN BOLTS

(ONE PER FOUNDATION)

FOR INFORMATIONAL PURPOSES ONLY

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DCS STEEL TUBE STRUCTURE

FOUNDATION DETAILS

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K-9

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_K09_V04.dgn

¡ UPRIGHT STRUCTURAL TUBING

ARM TUBING

L 1

1

2 x 1

1

2 x

1

4

SEE COVER ¢ DETAIL

A

1

4

1

2

" Φ ASTM A307 BOLT WITH NUT AND LOCK WASHER

D D

1

4

UPRIGHT TUBING

2-1/2" ¢'s

1

4

A

DETAIL 1

¡ ¢'s, HOLES AND

UPRIGHT TUBING

ARM TUBING

(ABOVE)

B

C

C

B

DETAIL 2

¡ UPRIGHT STRUCTURAL TUBING

STRUCTURAL TUBING 'F'

DETAIL 3

2"

E

TYP.

11 GA. HANDHOLE COVER

¡ ¢'s, UPRIGHT

AND ARM TUBING

¡ ARM TUBING

¡

9

16

" Φ HOLE. TACK WELD

1

2

" HEXAGONAL NUT (CHASE

THREADS AFTER GALVANIZING)

'LD' 'LD'

'LB'

1

1

2

" Φ HOLE WITH GROMMET FOR ELECTRICAL WIRING

5

8

" Φ SLOTTED HOLE (TYP.)

SECTION D-D

'KB'

3

16

1

4

" COVER ¢

COVER ¢

SECTION A-A

L 1

1

2 x 1

1

2 x

1

4

1" (MIN.)

(TYP.)

9

16

" Φ HOLE

1

8

" THICK NEOPRENE GASKET

GLUED TO CAP (TYP.)

COVER ¢ DETAIL

WIDTH

SECTION B-B

¡ UPRIGHT TUBING

¡ UPRIGHT TUBING

1

2

SPAN

1

2

SPAN

CAMBER DIAGRAM

1

4

" Φ HOLE (TYP.)

1

4

" x 1" x 1

1

2

"

COVER CLIP PLATE

(TACK WELDED) TYP.

4"

COVER CLIP

SECTION C-C

3

8

" HANDHOLE FRAME PLATE

SECTION E-E

E

HANDHOLE FRAME

11 GA. HANDHOLE COVER

5

16

" Φ HOLE (TYP.)

4

3

4

"

HANDHOLE COVER ELEVATION

HANDHOLE DETAILS

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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DCS STEEL TUBE STRUCTURE

MISCELLANEOUS DETAILS

SHEET

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K-10

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_K10_V04.dgn

STRUCTURE

NUMBER

DCS 429-01 SB

DCS 429-02 SB

DCS 429-05a NB

DCS 429-06 SB

DCS 528-10 WB

DCS 528-11 WB

STRUCTURE

NUMBER

DCS 429-01 SB

DCS 429-02 SB

DCS 429-05a NB

DCS 429-06 SB

DCS 528-10 WB

DCS 528-11 WB

STRUCTURE

NUMBER

DCS 429-01 SB

DCS 429-02 SB

DCS 429-05a NB

DCS 429-06 SB

DCS 528-10 WB

DCS 528-11 WB

STATION

233+33.00

519+50.00

1461+50.00

1151+00.00

1430+50.00

1803+00.00

A

72'-2"

64'-2"

71'-8"

72'-8"

87'-2"

82'-2"

AA

18'-0"

16'-0"

18'-0"

18'-0"

22'-0"

21'-0"

DIMENSIONS

AB

36'-2"

32'-2"

35'-8"

36'-8"

43'-2"

40'-2"

B

23'-6"

22'-6"

22'-9"

22'-6"

26'-9"

25'-6"

FOR REFERENCE ONLY

C

22'-3"

23'-9"

23'-3"

23'-9"

23'-9"

23'-0"

TABLE OF DCS STEEL TUBE STRUCTURE VARIABLES

ELEVATIONS

D

115.25

100.25

99.50

100.75

50.50

45.50

E

116.50

99.00

99.00

99.75

53.50

48.00

F (ARM)

Width x Ht. x Wall Thk.

8" x 10" x

1

2

"

8" x 10" x

1

2

"

8" x 10" x

1

2

"

8" x 10" x

1

2

"

1

10" x 12" x

2

"

10" x 12" x

2

"

COVER PLATE

KB KA

9

5

8

"

9

5

8

"

9

5

8

"

9

5

8

"

11

5

8

"

11

5

8

"

8"

8"

8"

8"

10"

10"

LA

1'-3"

1'-3"

1'-3"

1'-3"

1'-5"

1'-5"

TABLE OF DCS STEEL TUBE STRUCTURE VARIABLES (CONT.)

UPRIGHT CONNECTION

LB LC

10"

10"

10"

10"

1'-0"

1'-0"

6"

6"

6"

6"

7"

7"

LD

5"

5"

5"

5"

6"

6"

MA

1"

1"

1"

1"

1"

1"

LEFT BASE CONNECTION

MB

2'-6"

2'-6"

2'-6"

2'-6"

2'-9"

2'-9"

MC

1

3

4

"

1

3

4

"

1

3

4

"

1

3

4

"

1

3

4

"

1

3

4

"

TABLE OF DCS STEEL TUBE STRUCTURE VARIABLES (CONT.)

LEFT DRILLED SHAFT RIGHT DRILLED SHAFT

PA

13'-0"

13'-0"

13'-0"

13'-0"

15'-0"

15'-0"

PB

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

PC

# / size

14 / 9

14 / 9

14 / 9

14 / 9

14 / 9

14 / 9

RA

13'-0"

13'-0"

13'-0"

13'-0"

15'-0"

15'-0"

RB

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

RC

# / size

14 / 9

14 / 9

14 / 9

14 / 9

14 / 9

14 / 9

NA

1"

1"

1"

1"

1"

1"

RIGHT BASE CONNECTION

NB

2'-6"

2'-6"

2'-6"

2'-6"

2'-9"

2'-9"

NC

1

3

4

"

1

3

4

"

1

3

4

"

1

3

4

"

1

3

4

"

1

3

4

"

MEMBER SIZES

G (LEFT UPRIGHT)

Width x Ht. x Wall Thk.

1

8" x 8" x

2

"

2

"

2

"

1

8" x 8" x

2

"

1

10" x 10" x

2

"

10" x 10" x

2

"

H (RIGHT UPRIGHT)

Width x Ht. x Wall Thk.

8" x 8" x

1

2

"

8" x 8" x

1

2

"

8" x 8" x

1

2

"

8" x 8" x

1

2

"

1

10" x 10" x

2

"

10" x 10" x

2

"

J (CAMBER)

6"

4"

6"

6"

9"

7"

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

NOTES:

1.

DESIGN WIND SPEED = 130 MPH

2.

ERECTION IS THE CONTRACTOR'S RESPONSIBILITY.

FOUNDATION NOTES:

1.

NO BORING DATA IS AVAILABLE AT THE UPRIGHT LOCATIONS.

2.

ASSUMPTIONS AND VALUES USED IN DESIGN:

- SOIL TYPE COHESIONLESS (SAND)

- SOIL FRICTION ANGLE = 30 DEGREES

- EFFECTIVE SOIL WEIGHT = 50 PCF

- DESIGN WATER TABLE IS ASSUMED AT GROUND SURFACE

3.

THE ENGINEER SHALL IMMEDIATELY CONTACT THE ENGINEER OF RECORD

IF DURING DRILLED SHAFT CONSTRUCTION SOIL CONDITIONS, SUCH AS

MUCK OR VERY LOOSE SOIL, ARE ENCOUNTERED.

FOR INFORMATIONAL PURPOSES ONLY

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DCS STEEL TUBE STRUCTURE

TABLE OF VARIABLES

SHEET

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K-11

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_K11_V04.dgn

BRIDGE STRUCTURE MOUNTED DCS EQUIPMENT AND CONDUIT FOR ELECTRICAL AND DCS CABLES

N.T.S.

RF READER AND SURGE ARRESTOR BOX

BOLTED INTO MECHANICAL EXPANSION

ANCHORS ON END BENT BACK WALL

2" SCH. 80

PVC CONDUIT(S)

CONDUIT

HANGER

(TYP.)

BEAM

EXPOSED CABLE(S), NOT

RUNNING IN CONDUIT(S), TO

BE HOUSED IN BLACK

FLEXIBLE STEEL CONDUIT

SUCH AS "LIQUATITE

FLEXIBLE STEEL CONDUIT

JIC, 2", PART NO. 16802" OR

CFX APPROVED EQUAL.

SECTION A-A

END BENT

PILE CAP

PULLING

ELBOWS

(TYPICAL)

2" SCH. 80 PVC CONDUIT

SECURED BY GALVANIZED

CONDUIT STRAPS

BOLTED INTO MECHANICAL

EXPANSION ANCHORS (TYP)

FACE OF

MSE WALL

FACE OF END

BENT PILE CAP

A

RF READER AND SURGE ARRESTOR BOX

BOLTED INTO MECHANICAL EXPANSION

ANCHORS ON END BENT BACK WALL

2" SCH. 80 PVC CONDUIT

GALVANIZED CONDUIT

STRAPS BOLTED INTO

MECHANICAL EXPANSION

ANCHORS CENTERED ON

EACH RAISED PANEL

A

NOTES:

1.

WHEN NEW CONDUIT IS INSTALLED ON A

PAINTED MSE WALL OR OTHER PAINTED

SURFACE, THE CONDUIT SHALL BE PAINTED TO

MATCH THE EXISTING MSE WALL OR SURFACE.

PAINT COLORS AND PAINTING PROCEDURES

SHALL BE SUBMITTED TO THE AUTHORITY FOR

APPROVAL PRIOR TO THE START OF PAINTING

WORK.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

635, 638, AND 663 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

DCS CONDUIT

TO CABINET

ASPHALT

SHOULDER

PULL BOX W/ STEEL LID

INDEX 17503)

ELECTRIC CONDUIT

TO CABINET

(SEE FDOT STANDARD

EXISTING

GROUND

FOR INFORMATIONAL PURPOSES ONLY

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7:51:23 AM

EXPOSED CABLE(S), NOT

RUNNING IN CONDUIT(S),

TO BE HOUSED IN BLACK

FLEXIBLE STEEL CONDUIT

SUCH AS "LIQUATITE

FLEXIBLE STEEL CONDUIT

JIC, 2", PART NO. 16802"

OR CFX APPROVED EQUAL.

RF READER AND SURGE ARRESTOR BOX

BOLTED INTO MECHANICAL EXPANSION

ANCHORS ON END BENT BACK WALL

2" SCH. 80

PVC CONDUIT(S)

CONDUIT

HANGER

(TYP.)

BEAM

END BENT

PILE CAP

PULLING

ELBOWS

(TYPICAL)

2" SCH. 80 PVC CONDUIT

SECURED BY GALVANIZED

CONDUIT STRAPS

BOLTED INTO MECHANICAL

EXPANSION ANCHORS (TYP)

FACE OF

MSE WALL

FACE OF END

BENT PILE CAP

GALVANIZED CONDUIT

STRAPS BOLTED INTO

MECHANICAL EXPANSION

ANCHORS CENTERED ON

EACH RAISED PANEL

2" SCH. 40 PVC CONDUIT

RF READER AND SURGE ARRESTOR BOX

BOLTED INTO MECHANICAL EXPANSION

ANCHORS ON END BENT BACK WALL

SLIP JOINT COPING

PVC CONDUIT

TO BE POSITIONED

"BEHIND" THE SLIP JOINT

COPING ON THE DOWNSTREAM

SIDE AWAY FROM ONCOMING

TRAFFIC.

NOTES:

1.

WHEN NEW CONDUIT IS INSTALLED ON A

PAINTED MSE WALL OR OTHER PAINTED

SURFACE, THE CONDUIT SHALL BE PAINTED TO

MATCH THE EXISTING MSE WALL OR SURFACE.

PAINT COLORS AND PAINTING PROCEDURES

SHALL BE SUBMITTED TO THE AUTHORITY FOR

APPROVAL PRIOR TO THE START OF PAINTING

WORK.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

635, 638, AND 663 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

DCS CONDUIT

TO CABINET

ELECTRIC CONDUIT

TO CABINET

ASPHALT

SHOULDER

PULL BOX W/ STEEL LID

(SEE FDOT STANDARD

INDEX 17503)

EXISTING

GROUND

FOR INFORMATIONAL PURPOSES ONLY

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7:51:24 AM

2" SCH. 80 PVC CONDUIT

SECURED BY GALVANIZED

CONDUIT STRAPS BOLTED INTO

MECHANICAL EXPANSION

ANCHORS (TYP)

EXPOSED CABLE(S), NOT RUNNING

IN CONDUIT(S), TO BE HOUSED IN

BLACK FLEXIBLE STEEL CONDUIT

SUCH AS "LIQUATITE FLEXIBLE

STEEL CONDUIT JIC, 2", PART NO.

16802" OR CFX APPROVED EQUAL.

BRIDGE STRUCTURE MOUNTED EQUIPMENT AND CONDUIT FOR ELECTRICAL AND DCS CABLES

N.T.S.

RF READER AND SURGE ARRESTOR BOX

BOLTED INTO MECHANICAL EXPANSION

ANCHORS ON END BENT BACK WALL

2" SCH. 80

PVC CONDUIT(S)

CONDUIT

HANGER

(TYP.)

BRIDGE DECK WALL

PULLING

ELBOWS

(TYPICAL)

PULLING

ELBOWS

(TYPICAL)

2" SCH. 80 PVC CONDUIT

SECURED BY

GALVANIZED CONDUIT

STRAPS BOLTED INTO

MECHANICAL EXPANSION

ANCHORS (TYP)

SECTION B-B

PULLING

ELBOWS

(TYPICAL)

END BENT

PILE CAP

BEAM

FACE OF

MSE WALL

DCS/UE CONDUIT

TO CABINET

GUTTER

DRAIN

END BENT

CAP

SECTION A-A

PULLING

ELBOWS

(TYPICAL)

2" SCH. 80 PVC CONDUIT

SECURED BY GALVANIZED

CONDUIT STRAPS

BOLTED INTO MECHANICAL

EXPANSION ANCHORS (TYP)

END BENT

PILE CAP

MSE WALL

FACE OF END

BENT PILE CAP

CONDUITS FROM

R/F READER

B

RF READER AND SURGE ARRESTOR BOX

BOLTED INTO MECHANICAL EXPANSION

ANCHORS ON END BENT BACK WALL

A

B A

BRIDGE WALL

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

635, 638, AND 663 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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7:51:24 AM

BRIDGE STRUCTURE MOUNTED DCS EQUIPMENT AND CONDUIT FOR ELECTRICAL AND DCS CABLES

N.T.S.

RF READER AND SURGE ARRESTOR BOX

BOLTED INTO MECHANICAL EXPANSION

ANCHORS ON END BENT BACK WALL

2" SCH. 80

PVC

CONDUIT(S)

CONDUIT

HANGER

(TYP.)

2" SCH. 80 PVC CONDUIT SECURED BY

GALVANIZED CONDUIT STRAPS BOLTED

INTO MECHANICAL EXPANSION

ANCHORS (TYP)

PULLING

ELBOWS

(TYPICAL)

END BENT

PILE CAP

EXPOSED CABLE(S), NOT RUNNING IN

CONDUIT(S), TO BE HOUSED IN BLACK

FLEXIBLE STEEL CONDUIT SUCH AS

"LIQUATITE FLEXIBLE STEEL CONDUIT JIC,

2", PART NO. 16802" OR CFX APPROVED

EQUAL.

SECTION A-A

FACE OF

MSE WALL

BEAM

FACE OF END

BENT PILE CAP

NATURAL

GROUND

DCS/UE CONDUIT

TO CABINET

A

RF READER AND SURGE ARRESTOR BOX

BOLTED INTO MECHANICAL EXPANSION

ANCHORS ON END BENT BACK WALL

B

SECTION B-B

BRIDGE DECK WALL

PULLING

ELBOWS

(TYPICAL)

GUTTER

DRAIN

END BENT

CAP

2" SCH. 80 PVC CONDUIT

FROM R/F READER

SECURED BY GALVANIZED

CONDUIT STRAPS

BOLTED INTO MECHANICAL

EXPANSION ANCHORS (TYP)

MSE WALL

A

B

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

635, 638, AND 663 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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EQUIPMENT AND CONDUIT (4 OF 4)

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7:51:25 AM

BRIDGE STRUCTURE MOUNTED CONDUIT FOR FIBER OPTIC CABLE

N.T.S.

GALVANIZED CONDUIT STRAPS BOLTED TO

MECHANICAL EXPANSION ANCHOR

EXISTING AERIAL

JUNCTION BOX

AERIAL JUNCTION BOX

1-2" RIGID GALVANIZED STEEL CONDUIT

NOTES:

1.

WHEN NEW CONDUIT IS INSTALLED ON A PAINTED MSE

WALL OR OTHER PAINTED SURFACE, THE CONDUIT SHALL BE

PAINTED TO MATCH THE EXISTING MSE WALL OR SURFACE.

PAINT COLORS AND PAINTING PROCEDURES SHALL BE

SUBMITTED TO THE AUTHORITY FOR APPROVAL PRIOR TO

THE START OF PAINTING WORK.

GALVANIZED CONDUIT STRAPS BOLTED TO

MECHANICAL EXPANSION ANCHOR

PULL BOX

BREAK CONCRETE

FOR DIRECTIONAL BORE

2-1" HDPE DIRECTIONAL

BORE CONDUIT

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

663, 635, AND 638 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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BRIDGE MOUNTED FIBER

OPTIC CONDUIT DROP

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OPTION 1 OPTION 2 OPTION 3

OPTION 4 OPTION 5 OPTION 6

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

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DCS COVERAGE AREA

(1 OF 11)

SHEET

NO.

K-17

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OPTION 7 OPTION 8 OPTION 9

OPTION 10 OPTION 11 OPTION 12

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

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DCS COVERAGE AREA

(2 OF 11)

SHEET

NO.

K-18

USER: lyfe6246 3/30/2015 7:51:26 AM I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_K18_V04.dgn

OPTION 13 OPTION 14 OPTION 15

OPTION 16 OPTION 17 OPTION 18

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(3 OF 11)

SHEET

NO.

K-19

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OPTION 19 OPTION 20 OPTION 21

OPTION 22 OPTION 23 OPTION 24

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(4 OF 11)

SHEET

NO.

K-20

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OPTION 25 OPTION 26 OPTION 27

OPTION 28 OPTION 29 OPTION 30

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(5 OF 11)

SHEET

NO.

K-21

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OPTION 31 OPTION 32 OPTION 33

OPTION 34 OPTION 35 OPTION 36

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(6 OF 11)

SHEET

NO.

K-22

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OPTION 37 OPTION 38 OPTION 39

OPTION 40 OPTION 41 OPTION 42

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(7 OF 11)

SHEET

NO.

K-23

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OPTION 43 OPTION 44 OPTION 45

OPTION 46 OPTION 47 OPTION 48

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(8 OF 11)

SHEET

NO.

K-24

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OPTION 49 OPTION 50 OPTION 51

OPTION 52 OPTION 53 OPTION 54

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(9 OF 11)

SHEET

NO.

K-25

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OPTION 55 OPTION 56 OPTION 57

OPTION 58 OPTION 59 OPTION 60

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(10 OF 11)

SHEET

NO.

K-26

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OPTION 61 OPTION 62 OPTION 63

OPTION 64 OPTION 65

EX. LIGHT POLE

EX. CCTV POLE

LEGEND:

DATE BY

- EXISTING 10 or 16 dB

(TO BE REMOVED)

- PROPOSED 10 dB

- PROPOSED 16 dB

- DMS

- DIRECTION OF TRAFFIC

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 10db

ANTENNA

DATA COLLECTION SENSOR

- COVERAGE AREA FOR 16db

ANTENNA

DESCRIPTION

NOTES:

EXISTING

SIGN STRUCTURE

EXISTING ANTENNA MOUNTED

TO FRONT CORD

PROPOSED ANTENNA MOUNTED

TO BACK CORD

FOR INFORMATIONAL PURPOSES ONLY

1.

2.

EXISTING ANTENNA REPLACEMENT MAY VARY. CONTRACTOR TO ENSURE PROPOSED ANTENNA IS

INSTALLED ON BACK CORD OF SIGN STRUCTURE POINTING OPPOSITE THE DIRECTION OF TRAFFIC.

CONTRACTOR SHALL INSTALL DCS ANTENNAS OVER LANE STRIPE WHERE POSSIBLE. WHEN

INSTALLATION OVER TRAVEL LANES IS NOT POSSIBLE DUE TO THE LENGTH OF THE STRUCTURE A

HIGH GAIN 16 dB ANTENNA SHALL BE USED, TO MEET LANE ACCURACY REQUIREMENTS DEFINED IN

SECTION 663.

N.T.S.

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DCS COVERAGE AREA

(11 OF 11)

SHEET

NO.

K-27

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SIGN PANEL

1-3" RIGID

GALVANIZED CONDUIT

HELIAX CABLE

DCS ANTENNA

ENTRANCE TO THE CONDUIT

TO BE SEALED WITH A

SIZED RUBBER GROMMETT.

EACH CABLE TO HAVE ITS

OWN HOLE ALONG THE

RIGID GALVANIZED STEEL

PIPE.

SIDE VIEW

2-1" RIGID GALVANIZED CONDUIT SECURED

TO UPRIGHT WITH "MINERALLAC 1"

STAINLESS STEEL CONDUIT HANGERS,

CATALOG NO. 25B" OR AUTHORITY APPROVED

EQUAL @ 5' CENTERS, USING SILICONE

LOCK TIGHT AFTER DRILLING HOLE.

CONTAINS IMSA 19-2 7 CONDUCTOR CABLE

FOR POWER AND DATA.

DCS MOUNTING DETAIL

N.T.S.

PROPOSED DCS READER CABINET

(IF METAL, BOND CABINET

TO NO. 2 WIRE JUMPER WITH

BURNDY CLAMP, AND

EXOTHERMICALLY WELD

JUMPER TO SIGN STRUCTURE

UPRIGHT)

90 DEGREE RIGID

GALVANIZED CONDUIT BEND

AERIAL JUNCTION BOX

2-1" RIGID GALVANIZED CONDUIT SECURED

TO UPRIGHT WITH "MINERALLAC 1" STAINLESS

STEEL CONDUIT HANGERS, CATALOG NO. 25B"

OR AUTHORITY APPROVED EQUAL @ 5'

CENTERS, USING SILICONE LOCK TIGHT

AFTER DRILLING HOLE. CONTAINS IMSA 19-2

7 CONDUCTOR CABLE FOR POWER AND DATA

AND AS WELL AS MAINTENANCE PORT DROP.

EXISTING

SIGN

STRUCTURE

AERIAL JUNCTION BOX

WALL

TOP VIEW

EXISTING

SIGN STRUCTURE

2-1" RIGID GALVANIZED CONDUIT

EXISTING CONCRETE

BARRIER WALL

EXISTING UNDERGROUND CONDUIT

SIGN STRUCTURE MOUNTED DCS

PULL BOX

MECHANICAL EXPANSION ANCHOR

PULL BOX

MSE = MECHANICAL STABILIZED EARTH NOTES:

1.

WHEN NEW CONDUIT IS INSTALLED ON A PAINTED MSE WALL OR

OTHER PAINTED SURFACE, THE CONDUIT SHALL BE PAINTED TO

MATCH THE EXISTING MSE WALL OR SURFACE. PAINT COLORS AND

PAINTING PROCEDURES SHALL BE SUBMITTED TO THE AUTHORITY FOR

APPROVAL PRIOR TO THE START OF PAINTING WORK.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

635, 638, AND 663 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:31 AM

MSE WALL DCS

MOUNTING DETAIL

SHEET

NO.

K-28

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CABLE MANAGEMENT SYSTEM

1.5" RGS CONDUITS FOR SIGN POWER,

CONTROLLER FIBER & OTHER COMM. CABLES.

(QUANTITY AS REQUIRED)

FANS

LIGHT (RM)

20 FIBER PATCH PANEL (RM)

RS900G

ETHERNET

SWITCH (SM)

15

ITS COMMANDER*

DMS CONTROLLER (RM)

20 20

15 15

FANS

LIGHT (RM)

ITS COMMANDER*

DMS CONTROLLER (RM)

20

15

POLE PLATE WITH

STEEL BAND

DMS

STRUCTURE

UPRIGHT

20 20

15

10

SEE EQUIPMENT

DETAILS ON

THIS SHEET

15

10

CABINET DOOR

SERVICE

PANEL

=

DENOTES PANDUIT

CABLE MANAGEMENT

SYSTEM

(REFER TO PANDUIT AND

DUCT BRACKET DETAIL

SHEET L-2)

5 5

10

UPS BATTERY

(SM)

UPS (RM)

UPS BATTERY

(SM)

10

SLIDE OUT SHELF/DRAWER (RM)

10

UPS BATTERY

(SM)

5 5

UPS BATTERY

(SM)

10

5

10

SLIDE OUT SHELF/DRAWER (RM)

DOUBLE DIN

RAIL (RM)

8 3 8 12

5

ON

15

ON

1O

PROTECTED

L N G

OFF OFF

D D

UNPROTECTED

L R G

SEE SERVICE

POINT DETAILS

FRONT VIEW BACK VIEW

TYPE 336S CABINET

EQUIPMENT DETAILS

NOT TO SCALE

NOTES:

1.

THE CABINET SHALL PROVIDE FOR RACK MOUNTING AND SHELVING OF ALL

EQUIPMENT.

2.

CABINETS SHALL BE TYPE 170 MODEL 336S AND FABRICATED IN ACCORDANCE TO

SECTION 676 OF THE FDOT MINIMUM SPECIFICATIONS FOR TRAFFIC CONTROL

SIGNALS AND DEVICES.

3.

(SM) = SHELF MOUNT, (RM) = RACK MOUNT

4.

BUS RATING SHALL BE A MINIMUM OF THE FULL ELECTRICAL LOAD WHEN ALL

CABINET AND EXTERNAL POLE MOUNTED DEVICES ARE ACTIVE.

5.

SPD

SPD

SPD

SPD

SPD

SPD

SPD

CABINET SPD MODELS SHALL BE AS FOLLOWS:

SPD

SPD

SPD

SPD

1

2

3

4

- NOT USED

- NOT USED

- ADVANCED PROTECTION TECHNOLOGIES (APT) - APT RS232/D1

- ADVANCED PROTECTION TECHNOLOGIES (APT) - S50A120V1PND W/SKIT1

5

6

7

8

- NOT USED

- NOT USED

- NOT USED

- ADVANCED PROTECTION TECHNOLOGIES (APT) - APT SCAT5

9 - NOT USED

10 - ADVANCED PROTECTION TECHNOLOGIES (APT) - S50A120V1PND W/SKIT1

11 - ADVANCED PROTECTION TECHNOLOGIES (APT) - APT TE01XCS104XA

* = REMOTE POWER MANAGER W/

ENVIRONMENTAL MONITOR

AIR FILTER

1.5" FLEX CONDUITS FOR CONTROLLER

FIBER & OTHER COMM. CABLES.

(QUANTITY AS REQUIRED)

2" RGS CONDUIT FOR CABINET POWER.

(QUANTITY AS REQUIRED)

1" RGS CONDUIT FOR CABINET DROP FIBER

(QUANTITY AS REQUIRED)

1.5" RGS CONDUIT FOR SIGN POWER

(QUANTITY AS REQUIRED)

TYPE I70 MODEL 336S DMS

POLE MOUNTED CABINET DETAIL

NOT TO SCALE

6.

OTHER CABINET EQUIPMENT:

12 - MAINTENANCE PORT (RS232)

13 - NOT USED

7.

FLEX CONDUIT RADIUS SHALL BE GREATER THAN FIBER OPTIC CABLE MINIMUM

BENDING RADIUS.

8.

19" DOUBLE DIN RAIL SHALL BE GROUNDED PER MANUFACTURER'S

RECOMMENDATIONS.

9.

REMOTE POWER MANAGER (RPM) SHALL PROVIDE EIGHT (8) INDEPENDENTLY REMOTE

CONTROLLED OUTLETS AND SHALL BE FULLY COMPARABLE AND INTEROPERABLE

WITH THE UPS UNIT THE POWER MANAGER IS INTEGRATED TO.

10.

CONTRACTOR SHALL SUBMIT A CABINET LAYOUT/WIRING DIAGRAM FOR AUTHORITY

APPROVAL.

11.

FRONT FACE OF EQUIPMENT SHALL BE INSTALLED WITHIN THE CABINET FACING

THE OPPOSITE DIRECTIONAL OF TRAVEL.

12.

THE DIN RAIL MOUNTED RS-232 CONNECTOR SHALL BE CLEARLY LABELED AS "DCS

READER MAINTENANCE PORT - RS-232". SUGGESTED VENDOR/PART NUMBER FOR

THE RS-232 CONNECTOR: B&B ELECTRONIC DB9 MTB OR AUTHORITY APPROVED

EQUAL.

13.

TYPE 170 CABINETS SHALL BE PLACED AS SHOWN 3' FROM BOTTOM OF CABINET TO

GRADE. IF IMPRACTICAL DUE TO SITE GEOMETRICS, AN ALTERNATE LOCATION

ADJACENT TO THE STRUCTURE SHALL BE DESIGNED FOR A CABINET PLACEMENT ON

A TYPE II POLE WITH THE BOTTOM OF THE CABINET 3' FROM GRADE.

14.

SLIDE OUT TRAY SHALL BE ORIENTED SUCH THAT THE TECHNICIAN SHALL NEVER

HAVE THEIR BACK TO THE DIRECTION OF TRAVEL.

15.

CABINET SHALL NEVER BE MOUNTED ON THE APPROACHING SIDE OF TRAFFIC.

16.

IT IS THE INTENT OF THE ENGINEER TO PROVIDE A SAFE WORKING SPACE FOR

THE FIELD TECHNICIANS.

17.

PANDUIT DIMENSIONS ARE AS FOLOWS:

A.

RIGHT; 1.26" WIDE BY 1.59" DEEP

B.

RIDE SIDE OF CABINET - (LATCH SIDE); 1.26" WIDE BY 1.12" DEEP

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

668, 683, AND 685 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DMS CABINET LAYOUT DETAIL

SHEET

NO.

L-1

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L01_V04.dgn

7:51:32 AM

WIRE DUCT PANDUIT

(HINGE SIDE)

G1X1.5LG6

1.26" W x 1.59" H

WIRE DUCT PANDUIT

(LATCH SIDE)

G1X1LG6

1.26" W x 1.12" H

WIRE DUCT PANDUIT

(HINGE SIDE)

G1X1.5LG6

1.26" W x 1.59" H

PANDUIT LATCH SIDE

G1X1LG6

1.26" W x 1.12" H

26

"

12

"

PANDUIT

N.T.S.

PANDUIT HINGE SIDE

G1X1.5LG6

1.26" W x 1.59" H

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

668, 683, AND 685 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

DUCT BRACKET

DUCTBRACKET-01-01

(TYPICAL)

D

SI

EW

VI

E

FR

ON

T V

EW

TYPE 336S CABINET (TYPICAL)

N.T.S.

1.31" 1.81"

0.425"

1.767"

0.980" TYP.

4.0" 2.335"

0.25"

1.267"

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

DUCT BRACKET

N.T.S.

PANDUIT AND BRACKET DETAIL

SHEET

NO.

L-2

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L02_V04.dgn

7:51:32 AM

CABLE MANAGEMENT SYSTEM

SEE NOTE 4

SEE NOTE 6

20

LIGHT

FIBER PATCH PANEL

FIBER PATCH PANEL

FUTURE EQUIPMENT

SEE NOTE 1

VIDEO ENCODER

15

UPS

10

A B C D E F G H

ITS COMMANDER*

SELECT

ETHERNET

RS232 Db9 Port

CCTV MAINTENANCE UNIT

DRAWER

5

ON

15

ON

1O

PROTECTED

L N G

OFF OFF

D D UNPROTECTED

L

R G

20

FIBER PATCH PANEL

FIBER PATCH PANEL

FUTURE EQUIPMENT

15

10

5

BATTERY

DRAWER

RS900

Power

Alarm

Reset

8

Tx

Rx

7 Tx

Rx

6

4

2

RUGGEDCOM

B

Link

Act.

BATTERY

=

DENOTES PANDUIT

CABLE MANAGEMENT

SYSTEM

* = REMOTE POWER MANAGER W/

ENVIRONMENTAL MONITOR

NOTES:

1.

INTERNAL CABINET RACK ASSEMBLY SHALL BE ADJUSTED SO THAT THE PANDUIT CABLE

MANAGEMENT SYSTEM IS NOT IN CONFLICT WITH THE CABINET INTERNAL DOOR LOCKING

MECHANISM

2.

THE CABINET SHALL PROVIDE FOR RACK MOUNTING AND SHELVING OF ALL EQUIPMENT.

FRONT VIEW BACK VIEW

336S CABINET LAYOUT 2

(EXISTING WITH RECESSED POWER PANEL OR PROPOSED)

3.

CABINETS SHALL BE TYPE 170 MODEL 336S AND SHALL MEET CFX SPECIFICATION 668.

4.

TYPE 170 CABINETS SHALL BE PLACED AS SHOWN 3' FROM BOTTOM OF CABINET TO GRADE.

IF IMPRACTICAL DUE TO SITE GEOMETRICS, AN ALTERNATE LOCATION ADJACENT TO THE

STRUCTURE SHALL BE DESIGNED FOR A CABINET PLACEMENT ON A TYPE II POLE WITH THE

BOTTOM OF THE CABINET 3' FROM GRADE.

5.

SLIDE OUT TRAY SHALL BE ORIENTED SUCH THAT THE TECHNICIAN SHALL NEVER HAVE

THEIR BACK TO THE DIRECTION OF TRAVEL.

6.

CABINET SHALL NEVER BE MOUNTED ON THE APPROACHING SIDE OF TRAFFIC.

7.

IT IS THE INTENT OF THE ENGINEER TO PROVIDE A SAFE WORKING SPACE FOR THE FIELD

TECHNICIANS.

8.

PANDUIT DIMENSIONS ARE AS FOLOWS:

A.

LEFT SIDE OF CABINET; 2" WIDE BY 1.5" DEEP

DATE

B.

BY

RIDE SIDE OF CABINET - (LATCH SIDE); 2" WIDE BY 1" DEEP

DESCRIPTION

REVISIONS

DATE BY

REFER TO CFX SPECIFICATION SECTIONS

668, 683, AND 685 FOR ADDITIONAL

INFORMATION.

DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

OR

OR

OR

SPD 1: 24 VDC

LEGEND:

SPD 2: RS485

SPD 3: RS232

POWER STRIP

RS900G OR

A B C D E F G H

SELECT

ETHERNET

1

2

OR

PORT SERVER

CLICK 201

CLICK 202

DB9 MAINT. PORT

ETHERNET

SWITCH

BATTERY VOLTAGE

SENSOR

DCS POWER

SUPPLY OR SPDS

ITS COMMANDER

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

ITS CABINET LAYOUT DETAIL

SHEET

NO.

L-3

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L03_V04.dgn

7:51:33 AM

DCS READER NEMA CABINET DETAIL

N.T.S.

24.0"

22" MIN. X 28" MIN. REMOVABLE

BACK PLATE

NEOPRENE GASKET

24.0"

6" HIGH BY FULL CABINET WIDTH LOUVERS

WITH STAINLESS 18 MESH/INCH

SCREEN AT THE TOP AND BOTTOM

OF CABINET. THIS SIDE ONLY.

30.0"

22" MIN. X 28" MIN. REMOVABLE

BACK PLATE

NEOPRENE GASKET

#2 CORBIN LOCK

FIBER PATCH PANEL

MEDIA CONVERTER

#2 CORBIN LOCK

120V DUPLEX

OUTLET

13" DEEP

POLE / WALL MOUNTED CABINET (NEMA 3R ENCLOSURE)

6" WIDE BY FULL CABINET

WIDTH LOUVERS WITH

STAINLESS 18 MESH/INCH

SCREEN AT THE TOP AND

BOTTOM OF CABINET. THIS

SIDE ONLY.

30.0"

DCS READER

POWER

SUPPLY

120

VAC

SPD

ON

OFF

POWER CONDUIT

COMMUNICATION CONDUITS

RF CONDUITS

10" DEEP

(FROM BACK PANEL TO DOOR)

POLE / WALL MOUNTED CABINET (RF READER MODULE)

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

663 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

NOTES:

1.

CONTRACTOR TO SUBMIT A CABINET WIRING AND LAYOUT

DIAGRAM FOR AUTHORITY APPROVAL PRIOR TO PROCUREMENT.

2.

CABINET SHALL BE MINIMUM 3/16" THICK 5052 ALUMINUM.

3.

CABINET SHALL INCLUDE A FOLD OUT LAPTOP SHELF WITH A

MINIMUM 20' (WIDE) X 13' (DEPTH) SIZE AND CAPABLE OF

BEARING A 15LB LOAD.

4.

SEE WIRING DIAGRAM FOR EQUIPMENT TO BE INSTALLED IN THE

CABINET.

5.

DCS READER PORT ASSIGNMENT SHALL CONFIGURE LANE 1 TO

PORT 1 FOR RIGHT MOST LANE OF TRAVEL.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:34 AM

DCS READER NEMA

CABINET LAYOUT DETAIL

SHEET

NO.

L-4

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L04_V04.DGN

PROPOSED CCTV, DCS & 2 TMS CONNECTION DIAGRAM

N.T.S.

LHUB CABINET

RS232

SPD

RS232/D1

TMS

COMPOSITE

CABLE

HARD

WIRED

RS232

RS232 SPD

RS232/D1

HARD

WIRED

TMS MAINT.

PORT

RS-232

RS485 RS485 SPD

RS485/D1

HARD

WIRED

24VDC

DC SPD

24VDC/D1

HARD

WIRED

SERIAL

FIBER PATCH

PANEL

SEE FIBER SPLICING AND

CABINET DETAILS

FOR REQUIRED EQUIPMENT

AND CONNECTIONS

MAINT.

PORT

RS-232

MAINTENANCE PORT

WIRING DETAIL

TMS

COMPOSITE

CABLE

HARD

WIRED

RS232

RS232 SPD

RS232/D1

HARD

WIRED

TMS MAINT.

PORT

RS-232

RS485 RS485 SPD

RS485/D1

HARD

WIRED

24VDC

DC SPD

24VDC/D1

HARD

WIRED

SERIAL

CLICK 202

ETHERNET

ETHERNET

ETHERNET

SWITCH

ETHERNET

120 VAC

RF READER

MODULE CABINET

TERMINAL

SERVER

DOOR

DET.

DOOR

DET.

5VDC 5VDC

ETHERNET

120 VAC

120 VAC

ETHERNET

ETHERNET

SPD

SCAT5

12 VDC

DC ADAPTER

50 OHM

COAXIAL SPD

Edco CX-HFN

50 OHM

COAXIAL SPD

Edco CX-HFN

50 OHM

COAXIAL SPD

Edco CX-HFN

50 OHM

COAX

50 OHM

COAXIAL SPD

Edco CX-HFN

50 OHM

COAX

ETHERNET

ETHERNET

SPD

SCAT5

DCS

READER

MODULE

24

VDC

DC

ADAPTER

120

VAC

AC SPD

S50A120V1PND w/SKIT1

SERIAL

RS232

SPD

RS232/D1

120VAC

AC SPD

S50A120V1PN

W/SKIT1

SERIAL

RS232

SPD

RS232/D1

120 VAC

120 VAC

ETHERNET

UPS

120 VAC

AC SPD

120 VAC

S50A120V1PN

120 VAC

SEE MAINTENANCE PORT

WIRING DETAIL

QUANTITY AS REQUIRED TO MEET

DETECTION ACCURACY REQUIREMENTS.

DCS MAINT.

PORT

RS-232

UPS BATTERY PLANT

POWER

PANEL

CAMERA JUNCTION BOX

24 VDC

VOLTAGE

SENSOR

CCTV

ETHERNET

SCAT5

75 OHM SPD

BNCA10kA

24 VAC SPD

24VAC/D1

COMPOSITE

CABLE

ETHERNET

SCAT5

75 OHM SPD

BNCA10kA

24 VAC SPD

24VAC/D1

AC

SPD

TE01XCS104XA

L N

L N

G

G

120 TO 24 VAC

ADAPTER

INCOMING AC

NOTES:

1.

ENSURE THAT THERE IS SUFFICIENT SLACK IN THE CABLE SO THAT THE BATTERY PLANT CAN BE PULLED OUT AND ACCESSED. STORE SENSOR CABLE SLACK INSIDE UPS

BATTERY TRAY. COST FOR UPS BATTERY PLANT CABLE SLACK SHALL BE INCIDENTAL TO THE CABINET/ ENVIRONMENTAL MONITOR PAY ITEM.

DATE

2.

BY

INSTALL DRY CONTACT AND WIRING CAPABLE OF REMOTE SNMP COMMUNICATIONS AS DIRECTED IN PLANS.

DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

USER: lyfe6246 3/30/2015 7:51:34 AM

TYPICAL WIRING DIAGRAMS

(1 OF 4)

FIBER

* = REMOTE POWER MANAGER W/

ENVIRONMENTAL MONITOR

SHEET

NO.

L-5

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L05_V04.dgn

RS232

SPD

RS232/D1

MAINT.

PORT

RS-232

MAINTENANCE PORT

WIRING DETAIL

TMS

TMS

COMPOSITE

CABLE

COMPOSITE

CABLE

PROPOSED CCTV & 2 TMS CONNECTION DIAGRAM

N.T.S.

HARD

WIRED

RS232

RS232 SPD

RS232/D1

HARD

WIRED

TMS MAINT.

PORT

RS-232

RS485 RS485 SPD

RS485/D1

HARD

WIRED

24VDC

DC SPD

24VDC/D1

HARD

WIRED

SERIAL

HARD

WIRED

RS232

RS232 SPD

RS232/D1

HARD

WIRED

TMS MAINT.

PORT

RS-232

RS485 RS485 SPD

RS485/D1

HARD

WIRED

24VDC

DC SPD

24VDC/D1

HARD

WIRED

SERIAL

CLICK 202

ETHERNET

FIBER PATCH

PANEL

ETHERNET

SWITCH

TERMINAL

SERVER

12 VDC

DC ADAPTER

SEE FIBER SPLICING AND

CABINET DETAILS

FOR REQUIRED EQUIPMENT

AND CONNECTIONS

ETHERNET

120 VAC

LHUB CABINET

DOOR

DET.

DOOR

DET.

5VDC 5VDC

ETHERNET

120 VAC

120 VAC

120 VAC

ETHERNET

UPS

120 VAC

AC SPD

120 VAC

S50A120V1PN

120 VAC

UPS BATTERY PLANT

POWER

PANEL

CAMERA JUNCTION BOX

24 VDC

VOLTAGE

SENSOR

CCTV

ETHERNET

SCAT5

75 OHM SPD

BNCA10kA

24 VAC SPD

24VAC/D1

COMPOSITE

CABLE

ETHERNET

SCAT5

75 OHM SPD

BNCA10kA

24 VAC SPD

24VAC/D1

AC

SPD

TE01XCS104XA

L N

L N

G

G

120 TO 24 VAC

ADAPTER

INCOMING AC

NOTES:

1.

ENSURE THAT THERE IS SUFFICIENT SLACK IN THE CABLE SO THAT THE BATTERY PLANT CAN BE PULLED OUT AND ACCESSED. STORE SENSOR CABLE SLACK INSIDE UPS

BATTERY TRAY. COST FOR UPS BATTERY PLANT CABLE SLACK SHALL BE INCIDENTAL TO THE CABINET/ ENVIRONMENTAL MONITOR PAY ITEM.

DATE

2.

BY

INSTALL DRY CONTACT AND WIRING CAPABLE OF REMOTE SNMP COMMUNICATIONS AS DIRECTED IN PLANS.

DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

USER: lyfe6246 3/30/2015 7:51:35 AM

TYPICAL WIRING DIAGRAMS

(2 OF 4)

FIBER

* = REMOTE POWER MANAGER W/

ENVIRONMENTAL MONITOR

SHEET

NO.

L-6

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L06_V04.dgn

RS232

SPD

RS232/D1

PROPOSED CCTV & TMS CONNECTION DIAGRAM

N.T.S.

FIBER PATCH

PANEL

LHUB CABINET

COMPOSITE

CABLE

HARD

WIRED

RS232

RS232 SPD

RS232/D1

HARD

WIRED

TMS MAINT.

PORT

RS-232

RS485 RS485 SPD

RS485/D1

HARD

WIRED

24VDC

DC SPD

24VDC/D1

HARD

WIRED

SERIAL

CLICK 202

ETHERNET

SEE FIBER SPLICING AND

CABINET DETAILS

FOR REQUIRED EQUIPMENT

AND CONNECTIONS

ETHERNET

120 VAC MAINT.

PORT

RS-232

MAINTENANCE PORT

WIRING DETAIL

TMS

ETHERNET

SWITCH

TERMINAL

SERVER

12 VDC

DC ADAPTER

DOOR

DET.

DOOR

DET.

5VDC 5VDC

ETHERNET

120 VAC

120 VAC

120 VAC

ETHERNET

UPS

120 VAC

AC SPD

120 VAC

S50A120V1PN

120 VAC

UPS BATTERY PLANT

POWER

PANEL

CAMERA JUNCTION BOX

24 VDC

VOLTAGE

SENSOR

CCTV

ETHERNET

SCAT5

75 OHM SPD

BNCA10kA

24 VAC SPD

24VAC/D1

COMPOSITE

CABLE

ETHERNET

SCAT5

75 OHM SPD

BNCA10kA

24 VAC SPD

24VAC/D1

AC

SPD

TE01XCS104XA

L N

L N

G

G

120 TO 24 VAC

ADAPTER

INCOMING AC

NOTES:

1.

ENSURE THAT THERE IS SUFFICIENT SLACK IN THE CABLE SO THAT THE BATTERY PLANT CAN BE PULLED OUT AND ACCESSED. STORE SENSOR CABLE SLACK INSIDE UPS

BATTERY TRAY. COST FOR UPS BATTERY PLANT CABLE SLACK SHALL BE INCIDENTAL TO THE CABINET/ ENVIRONMENTAL MONITOR PAY ITEM.

DATE

2.

BY

INSTALL DRY CONTACT AND WIRING CAPABLE OF REMOTE SNMP COMMUNICATIONS AS DIRECTED IN PLANS.

DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

USER: lyfe6246 3/30/2015 7:51:35 AM

TYPICAL WIRING DIAGRAMS

(3 OF 4)

FIBER

* = REMOTE POWER MANAGER W/

ENVIRONMENTAL MONITOR

SHEET

NO.

L-7

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L07_V04.dgn

PROPOSED CCTV CONNECTION DIAGRAM

N.T.S.

ETHERNET

LHUB CABINET

FIBER PATCH

PANEL

ETHERNET

SWITCH

SEE FIBER SPLICING AND

CABINET DETAILS

FOR REQUIRED EQUIPMENT

AND CONNECTIONS

ETHERNET

120 VAC

DOOR

DET.

DOOR

DET.

5VDC 5VDC

ETHERNET

120 VAC

ETHERNET

UPS

120 VAC

AC SPD

120 VAC

S50A120V1PN

120 VAC

UPS BATTERY PLANT

POWER

PANEL

CAMERA JUNCTION BOX

24 VDC

VOLTAGE

SENSOR

CCTV

ETHERNET

SCAT5

75 OHM SPD

BNCA10kA

24 VAC SPD

24VAC/D1

COMPOSITE

CABLE

ETHERNET

SCAT5

75 OHM SPD

BNCA10kA

24 VAC SPD

24VAC/D1

AC

SPD

TE01XCS104XA

L N

L N

G

G

120 TO 24 VAC

ADAPTER

INCOMING AC

NOTES:

1.

ENSURE THAT THERE IS SUFFICIENT SLACK IN THE CABLE SO THAT THE BATTERY PLANT CAN BE PULLED OUT AND ACCESSED. STORE SENSOR CABLE SLACK INSIDE UPS

BATTERY TRAY. COST FOR UPS BATTERY PLANT CABLE SLACK SHALL BE INCIDENTAL TO THE CABINET/ ENVIRONMENTAL MONITOR PAY ITEM.

DATE

2.

BY

INSTALL DRY CONTACT AND WIRING CAPABLE OF REMOTE SNMP COMMUNICATIONS AS DIRECTED IN PLANS.

DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

USER: lyfe6246 3/30/2015 7:51:36 AM

TYPICAL WIRING DIAGRAMS

(4 OF 4)

FIBER

* = REMOTE POWER MANAGER W/

ENVIRONMENTAL MONITOR

SHEET

NO.

L-8

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L08_V04.dgn

ETHERNET CABLE COLOR CODE:

ENCODER - BLUE

PORT SERVER - GREEN

UPS - WHITE

ITS COMMANDER - RED

DCS - BROWN

DMS CONTROLLER - BLACK

*= RPM / ENVIRONMENTAL MONITOR

ACTIVE

LOCAL

COMM

POWER

LOCAL

LOCAL KEYPAD

DMS

CONTROLLER

1A-SB

ON/OFF

LAPTOP

POWER

(IF REQUIRED)

CCTV

VIDEO ENCODER

(IF REQUIRED)

STANDARD PORT ASSIGNMENTS

TMS

(IF REQUIRED)

TMS

(IF REQUIRED)

Power

Alarm

Reset

8

Tx

Rx

7

Tx

Rx

ETHERNET

ETHERNET

ETHERNET

7 8

5 6

3 4

1 2

ETHERNET

ETHERNET

ETHERNET

ETHERNET

PORT SERVER

PORT SERVER

(IF REQUIRED)

(IF REQUIRED)

TMS

(IF REQUIRED)

UPS

(IF REQUIRED)

(IF REQUIRED)

UPS

(IF REQUIRED)

(IF REQUIRED)

DCS

DCS

UPS

(IF REQUIRED)

DCS

DATE BY

REVISIONS

DESCRIPTION

UNLESS DIRECTED IN THE PLANS THE

DEPICTED CABLE COLOR SCHEME TAKES

DESIGN PRECEDENCE.

DATE BY

A B C D

ITS COMMANDER*

(IF REQUIRED)

E F G H

ETHERNET

SELECT

DESCRIPTION

PORT SERVER

(IF REQUIRED)

TMS

(IF REQUIRED)

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

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AUTHORITY

SHEET

ETHERNET SWITCH DETAIL

NO.

L-9

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_L09_V04.dgn

7:51:36 AM

NOTES:

1. CONTRACTOR TO COORDINATE LOCATION OF DMS SERVICE POINT WITH SIGNING AND MARKING CONTRACTOR

PRIOR TO INSTALLATION.

2.

CONTRACTOR TO INSTALL ALL CONDUIT AND WIRES USED TO POWER DMS FROM OUC TRANSFORMER TO DMS POWER

RISER AND FROM DMS POWER RISER TO DMS CONTROLLER.

3.

ALL EMPTY POWER CONDUITS SHALL BE CAPPED AND FURNISHED WITH A PULL STRING FOR FUTURE USE.

4.

FIBER OPTIC CABLE TO BE INSTALLED INSIDE THE 1" HDPE BLUE CONDUIT. CABLE SHALL BE "E/W

12-STRAND, LOOSE TUBE, ALL DIELECTRIC, SINGLE MODE, ALTOS FIBER OPTIC CABLE AS MANUFACTURED BY

CORNING, AS SPECIFIED IN SPECIFICATION 633."

5.

GROUNDING SHALL MEET A REQUIRED RESISTANCE OF 5 OHMS OR LESS.

6.

CONTRACTOR SHALL UTILIZE EXISTING PENETRATIONS IN DMS ENCLOSURE FOR CABLING ENTRY INTO SIGN.

DRILLING OF ADDITIONAL HOLES IN THE SIGN ENCLOSURE SHALL NOT BE PERMITTED.

SIGN PANEL

4X4X.5 JUNCTION BOX SURFACE

MOUNT POLYCARBONATE

WEATHERPROOF (FOR FIBER

INSTALLATION)

POWER

3#10 INSULATED IN 1

1

2

" CONDUIT

FROM DMS SIGN TO GFI OUTLET

IN CABINET SECURED TO UPRIGHT

WITH "MINERALLAC" 1

1

2

" STAINLESS

STEEL CONDUIT HANGARS, CAT. #

4SB EQUAL AT 5' CENTERS. USING

SILICONE LOCK TIGHT AFTER DRILLING

HOLE. (ENTER POLE MOUNTED CABINET)

(FROM CABINET TO SIGN)

RS-232 AND CAT-5 IN 1

1

2

" CONDUIT

FROM DMS SIGN TO POLE MOUNT CABINET

SECURED TO UPRIGHT WITH "MINERALLAC 1

1

2

"

STAINLESS STEEL CONDUIT HANGARS,

CATALOG NO. 4SB OR AUTHORITY APPROVED

EQUAL AT 5' CENTERS. USING SILICONE LOCK

TIGHT AFTER DRILLING HOLE. (ENTER

POLE MOUNTED CABINET) (FROM CABINET TO SIGN)

POWER CONDUCTORS (IN 1

2

"

RGS SURFACE MOUNT CONDUIT

TO DMS SIGN STRUCTURE)

SECURED TO UPRIGHT WITH

"MINERALLAC 1

1

2

" STAINLESS

STEEL CONDUIT HANGARS,

CATALOG NO. 4SB OR

AUTHORITY APPROVED EQUAL

AT 5' CENTERS. USING

SILICONE LOCK TIGHT AFTER

DRILLING HOLE. (BYPASS POLE

MOUNTED CABINET) (FROM

PULL BOX TO SIGN)

LOAD CENTER

IN DMS SIGN

FIBER PATCH PANEL

ETHERNET SWITCH

TERMINAL SERVER

12SM FIBER OPTIC CABLE

(1

1

2

" RGS SURFACE MOUNT CONDUIT TO DMS SIGN

STRUCTURE) SECURED TO UPRIGHT WITH "MINERALLAC 1

1

2

"

STAINLESS STEEL CONDUIT HANGARS, CATALOG NO. 4SB

OR AUTHORITY APPROVED EQUAL AT 5' CENTERS. USING

SILICONE LOCK TIGHT AFTER DRILLING HOLE. (BYPASS POLE

MOUNTED CABINET) (FROM PULL BOX TO SIGN)

POLE MOUNTED CABINET

2 CONDUITS TO ENTER CABINET.

CONDUIT SHALL ENTER THE

POLE MOUNTED CABINET FROM

THE BOTTOM.

GROUND

FIBER OPTIC PULL BOX

(2" PVC UNDERGROUND CONDUIT)

TO DMS SIGN

POWER METER

SEE FO-XXX TO FO-XXX FOR

SPECIFIC CONFIGURATION

DISCONNECT SWITCH

120/240 V 60 BREAKER PANEL

CONCRETE PAD

2" PVC CONDUIT WITH FEEDER CABLE

SEE PLAN SHEETS FOR SPECIFIC CONDUCTOR SIZES

ELECTRIC PULL BOX

2" PVC CONDUIT WITH FEEDER CABLE

SEE PLAN SHEETS FOR SPECIFIC CONDUCTOR SIZES

TO SERVICE POINT

POWER

(3#6 INSULATED AND 1#6 INSULATED

GND IN 2" PVC UNDERGROUND CONDUIT

TO DMS SIGN)

FON CONDUIT (2-1" HDPE,

SDR-11) TO FOMH

EXOTHERMIC WELD

COMMON GROUNDING ARRAY

5

8

" O.D. X 20'-0" MIN LENGTH

LONG COPPER CLAD

STEEL GROUND ROD

DETAIL C

OVERHEAD DMS ELECTRIC DETAIL

N.T.S.

DATE BY

REVISIONS

DESCRIPTION

REFER TO FDOT SPECIFICATION SECTION

785 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:37 AM

PROPOSED HDPE CONDUIT

(FON BACKBONE)

4" STUBOUT

FIBER OPTIC

MANHOLE COVER

(FOMH)

DETAIL "B"

N.T.S.

CFX

4" STUBOUT

FUSION

COUPLE

1" DMS HDPE

CONDUIT TO FIBER

OPTIC PULL BOX

1" HDPE CONDUIT

(CAPPED INSIDE FIBER

OPTIC MAN HOLE)

DMS SERVICE POINT

DETAIL SHEET

SHEET

NO.

M-1

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_M01_V04.dgn

KEYED NOTES:

1

2

3

3A

4

4A

PULL BOX.

METER SOCKET BY CONTRACTOR

METER BY POWER COMPANY

#6 INSULATED COPPER GROUND WIRE IN 1/2" RIGID

GALVANIZED STEEL OR BARE WIRE IF UNDERGROUND

#2 INSULATED COPPER GROUND WIRE IN 1/2" RIGID

GALVANIZED STEEL OR BARE WIRE IF UNDERGROUND

COPPER CLAD GROUND ROD 5/8" DIA. MEETING REQUIREMENTS

PER ITS DETAILS, THIS SHEET AND THE SPECS.

COPPER CLAD GROUND ROD 5/8" DIA. 40' LONG

5A TYPE 336S CABINET W/CIRCUIT BREAKER

5B

5C

6

SERVICE PANELBOARD (TO INCLUDE BREAKERS PER PLANS)

NEMA 3R ENCLOSURE

7A

7B

LIGHTNING ARRESTOR

MAIN CIRCUIT BREAKER 100A, TWO POLE, 120/240 VAC.

MAIN CIRCUIT BREAKER 200A, TWO POLE, 120/240 VAC.

7C MAIN CIRCUIT BREAKER 100A, TWO POLE 240/480 VAC.

7D MAIN CIRCUIT BREAKER 200A, TWO POLE 240/480 VAC.

7E MAIN CIRCUIT BREAKER 100A, 0NE POLE 480/GND VAC.

7F MAIN CIRCUIT BREAKER 200A, ONE POLE 480/GND VAC.

8A XFMR (5 KVA)

8B XFMR (7.5 KVA), STEP-DOWN, 480 PRIMARY, 120 SECONDARY

8C XFMR (10 KVA)

8D

8E

9A

9B

9C

9D

9E

9F

9G

9H

9I

9J

9K

9L

9M

9N

9O

9P

XFMR (25 KVA)

15A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

15A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

20A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

20A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

25A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

25A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

30A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

30A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

35A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

35A, 240/480VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

40A, 120VAC, CIRCUIT

BREAKER IN NEMA 3R ENCLOSURE.

20A, 120VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

15A, 240/480VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

30A, 240/480VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

60A, 240/480VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

100A, 240/480VAC, 3-WIRE NON-FUSED

HEAVY DUTY NEMA 3R DISCONNECT.

10A

XFMR (15 KVA), STEP-DOWN, 480 PRIMARY, 120 SECONDARY

10B

1" SCHEDULE 40 PVC CONDUIT

1.25" SCHEDULE 40 PVC CONDUIT

10C

11A

2" SCHEDULE 40 PVC CONDUIT

1" RIGID GALVANIZED STEEL CONDUIT

1.25" RIGID GALVANIZED STEEL CONDUIT 11B

11C

12A

2" RIGID GALVANIZED STEEL CONDUIT

120/240VAC TVSS MODEL 11214

12B 240/480VAC TVSS MODEL 11229

(240/480V)

10C

NOTES:

1. CONDUCTOR SIZE AND QUANTITY VARIES. SEE PLAN SHEETS.

2. FIBER CONDUIT & PULL BOXES NOT SHOWN FOR CLARITY.

3. POWER SERVICE DETAILS PROVIDED FOR ALL NEW POWER

SERVICE LOCATIONS AND LOCATIONS REQUIRING NEW TRANSFORMERS.

DATE BY DESCRIPTION

REVISIONS

DATE BY

REFER TO FDOT SPECIFICATION SECTION

785 FOR ADDITIONAL INFORMATION.

1

10C 11C

9N

3

EXISTING

TRANSFORMER

(240/480 VOLTS)

POWER COMPANY

PEDESTAL

9N

2

10C

3

DESCRIPTION

4A

3

2

POWER POLE

TYPE II

10' SERVICE POLE

1

10C

4A

11C

12A

4A

10C

1

3

11C

12A

5B

7C 5B

15/2

15/2

11C 10C

TYPE II

12' SERVICE POLE

10C

1

4A

9L

POWER SERVICE DETAIL

11C

10C

11C

10C

3

4

1

3A

LOAD CENTER

8B

11C

10C

10C

5A

11C

SERVICE DETAIL

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246

DCS

3/30/2015

1

10C 11C

9L

3

5A

11C

8B

10C 11C

4A

DMS XXX-XX.X

20/1

70/2

20/1

TOTAL CONNECTED LOAD: 9.0 KVA

10C 11C

10C 11C

CENTRAL

FLORIDA

EXPRESSWAY

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7:51:38 AM

DMS

3A 4

TMS XXX.XX

20/1

DCS XXX-XX.X

20/1

DMS SERVICE POINT PANEL

DETAIL SHEET

5C

5C

SHEET

NO.

M-2

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_M02_V04.dgn

FULL SPAN BOX TRUSS DMS SIGN STRUCTURE DETAIL

DMS SIGN

A

A

DCS ANTENNAS DCS ANTENNAS

DMS SIGN

BACKSIDE OF TRUSS IS

SHOWN FOR CLARITY

DCS ANTENNA

NOTES:

1.

THE DCS SHALL BE MOUNTED OVER TRAVEL LANES. CONTRACTOR

SHALL COORDINATE WITH MANUFACTURER TO POSITION THE DCS TO

MEET THE PERFORMANCE REQUIREMENTS OF SPECIFICATION 663.

Bottom Truss Chord

ASTRO-BRACKET

OR SIMILAR

SECTION A-A

45°

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:39 AM

DCS ANTENNA ON DMS

TRUSS DETAIL SHEET

SHEET

NO.

M-3

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_M03_V04.dgn

INTAKE FILTER & FANS (INSIDE)

AIR FLOW SENSOR

HUB C (3")

(DCS CABLE)

HUB D (3")

(DCS CABLE)

HUB E (1.5")

(COMM TO 2ND DMS)

HUB F (1.5")

(COMM TO FIBER TRUNK LINE)

SURGE SUPPRESSOR

AC SURGE SUPPRESSOR

AREA TO

REMAIN CLEAR

TERMINAL

SERVER

FIBER

OPTIC

PATCH

PANEL

REMOTE

POWER

MANAGER

SHELF

ETHERNET

SWITCH

UPS

DCS

RF/

READER

MODULE

LAPTOP

SHELF

HUB A (INSIDE

LOAD CENTER)

PHOTO SENSOR (REAR)

Front View

HUB B

SURGE SUPPRESSORS

INTAKE FILTER & FANS (INSIDE)

AIR FLOW SENSOR

UPS BATTERIES

NOTE: BACKPLATE TO BE

1

4

"

NON-FINISHED ALUMINUM

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

720 THROUGH 731 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

"AUX" AC ELECTRICAL

SERVICE OUTLET

SAFETRAN 2070

CONTROLLER

NOTES:

1.

BACKPLATE TO BE INSTALLED BY MANUFACTURER.

2.

CONTRACTOR TO REMOVE DCS COMPONENT BACKPLATE FROM DMS

PRIOR TO DRILLING.

3.

UNUSED MYERS HUBS SHALL BE CAPPED OFF WITH AN

AUTHORITY APPROVED METAL SCREW-IN CAP.

4.

ETHERNET SWITCH SHALL BE PANEL MOUNT (IF AVAILABLE).

5.

EQUIPMENT ON BACKPLATE TO BE INSTALLED BY CONTRACTOR.

ALL EQUIPMENT TO BE MOUNTED ON THE BACKPLATE USING

STAINLESS STEEL HARDWARE.

6.

CONTRACTOR SHALL SUBMIT LAYOUT AND WIRING DIAGRAMS OF

ALL CONTRACTOR-INSTALLED EQUIPMENT IN THE DMS

ENCLOSURE FOR CFX APPROVAL.

LIGHTS WINDUP SWITCH

NOVUS UPS

BATTERY PLANT

NOVUS 300 UPS

B&B RS-232 TO RS-485

PROTOCOL CONVERTER

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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FLORIDA

EXPRESSWAY

AUTHORITY

7:51:39 AM

THREE LINE DMS

BACKWALL DETAIL SHEET

SHEET

NO.

M-4

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_M04_V04.dgn

TYPE 170

CONTROLLER

TERMINAL SERVER

ETHERNET 10/100 VIA

CAT-5 CABLE

SERIAL VIA RS-232

SIGN

ELECTRONICS

SINGLE-LINE DMS Sign

U

P

S

FILTER

FANS,

HEATERS,

LIGHTS,

ETC

LED POWER

SUPPLIES

ETHERNET

SWITCH

SPD (C1)

SPD (C3)

FIBER PATCH PANEL

LOAD

CENTER

SPD (P2)

CONDUIT

(FOR POLE CABINET CABLE)

( RS-232)

CONDUIT

AC POWER IN

40A 120/240 VAC

SPD (P1)

CONDUIT

(FOR 120V, 15A GFI DUPLEX OUTLET)

POLE CABINET

SPD (C3)

T

V

S

S

(C2)

120VAC, 15A

GFI DUPLEX OUTLET

ETHERNET (RJ-45) PORT TO

ETHERNET SWITCH

SERIAL PORT (RS-232)

TO SIGN CONTROLLER

FIBER

OPTIC

COMMUNICATIONS

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTIONS

720 THROUGH 731 FOR ADDITIONAL

INFORMATION.

DATE BY DESCRIPTION

SPD DEVICES

P1.

ADVANCED PROTECTION TECHNOLOGIES (APT) TE01XCS104XA INSTALLED AT BREAKER

PANEL ON POWER PEDESTAL (CONTRACTOR FURNISHED).

P2.

APT TE01XCS104XA INSTALLED IN PARALLEL WITH SKYLINE SPD AT LOAD CENTER

INSIDE DMS BOX.

C1.

APT DATA SPD TO INTERFACE WITH 10-CONDUCTOR POLE CABINET CABLE AT THE

COMMUNICATIONS CONTROL BOARD IN THE DMS BOX. SPD PART NUMBERS ARE ONE PN:

RS232/D1 AND ONE PN: RS423/D1 AND ONE PN: SCAT5 WHICH WILL RESIDE ON A 5"

DIN RAIL PN: 21607 ON EACH END.

C2.

APT SPD TO INTERFACE WITH 10- CONDUCTOR POLE CABINET CABLE AT THE

COMMUNICATIONS INTERFACE BOARD IN THE POLE-MOUNTED CABINET. SPD PART

NUMBERS ARE ONE PN: RS232/D1 AND ONE PN: RS423/D1 AND ONE PN: SCAT5 WHICH

WILL RESIDE ON A 5" DIN RAIL PN: 21607 ON EACH END. DIN RAIL SHALL BE

GROUNDED PER MANUFACTURER'S RECOMMENDATIONS.

C3.

APT SCAT5 TO PROTECT ETHERNET CONNECTION TO POLE-MOUNTED CABINET.

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

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CENTRAL

FLORIDA

EXPRESSWAY

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7:51:40 AM

SINGLE LINE DMS

BLOCK DIAGRAM

SHEET

NO.

M-5

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_M05_V04.dgn

120VAC, 15A

GFI DUPLEX

OUTLET

SERIAL-

(RS-485)

PORT - DMS

CONTROLLER

ETHERNET

(RJ-45)

PORT -

ETHERNET

SWITCH

2 DMS SIGNS W/ 2 DCS WIRING DIAGRAM

POWER AND COMM (COMPOSITE CABLE)

3#10 INSULATED IN 1

1

2

" CONDUIT

FROM DMS SIGN TO GFI OUTLET IN CABINET

3 RS-232, RS-485 AND CAT-5

FROM DMS SIGN TO POLE MOUNT CABINET

SECURED TO UPRIGHT WITH "MINERALLAC 1

2

"

STAINLESS STEEL CONDUIT HANGARS,

CATALOG NO. 4SB OR AUTHORITY APPROVED

EQUAL AT 5' CENTERS. USING SILICONE LOCK

TIGHT AFTER DRILLING HOLE.

(FROM CABINET TO SIGN)

SIGN PANEL 2 SIGN PANEL 1

4X4X.5 JUNCTION BOX

SURFACE MOUNT

POLYCARBONATE

WEATHERPROOF

(FOR FIBER INSTALLATION)

AERIAL POWER JUNCTION BOX

DMS SIGN PANEL

SILICONE AND WATERPROOF ENTRANCE TO DMS

FLEX CONDUIT SHALL BE USED TO ATTACH MYERS

HUBS TO ENSURE A WATERTIGHT CONNECTION.

90 DEGREE RIGID

GALVANIZED CONDUIT BEND

LOAD CENTER

IN DMS SIGN

POWER CONDUCTORS

(IN 1

2

" RGS SURFACE MOUNT

CONDUIT TO DMS SIGN STRUCTURE.

DO NOT RUN INTO DMS SIGN PANEL)

POLE MOUNTED CABINET

POWER CONDUCTORS (IN 2-1

1

2

" RGS SURFACE

MOUNT CONDUIT TO DMS SIGN STRUCTURE)

SECURED TO UPRIGHT WITH "MINERALLAC 1

1

2

EQUAL AT 5' CENTERS. USING SILICONE LOCK

TIGHT AFTER DRILLING HOLE. (BYPASS POLE

MOUNTED CABINET) (FROM PULL BOX TO SIGN)

DMS SIGN CONDUIT DIAGRAM

LOAD CENTER

IN DMS SIGN

" STAINLESS STEEL CONDUIT HANGARS,

CATALOG NO. 4SB OR AUTHORITY APPROVED

FIBER OPTIC PULL BOX

(AS REQUIRED BY PLANS)

ELECTRICAL PULL BOX

(AS REQUIRED BY PLANS)

POWER AND COMM (COMPOSITE CABLE) 3#10 INSULATED

IN 1

1

2

" CONDUIT FROM DMS SIGN TO GFI OUTLET IN

CABINET 3 RS-232, RS-485 AND CAT-5 FROM DMS SIGN

AERIAL COMMUNICATION

JUNCTION BOX

AERIAL POWER JUNCTION BOX

TO POLE MOUNT CABINET SECURED TO UPRIGHT WITH

"MINERALLAC 1

1

2

" STAINLESS STEEL CONDUIT HANGARS,

CATALOG NO. 4SB OR AUTHORITY APPROVED EQUAL AT 5'

CENTERS. USING SILICONE LOCK TIGHT AFTER DRILLING

HOLE. (FROM CABINET TO SIGN)

12SM FIBER OPTIC CABLE

(1

2

" RGS SURFACE MOUNT CONDUIT TO DMS SIGN

STRUCTURE) SECURED TO UPRIGHT WITH

1

"MINERALLAC 1

2

" STAINLESS STEEL CONDUIT HANGARS,

CATALOG NO. 4SB OR AUTHORITY APPROVED EQUAL

AT 5' CENTERS. USING SILICONE LOCK TIGHT AFTER

DRILLING HOLE. (FROM PULL BOX TO SIGN)

SIGN

STRUCTURE

UPRIGHT

POWER (3 - #10) TO POLE

MOUNT GFI

POWER TO SIGNS

12 SM FIBER OPTIC DROP CABLE

RS-232, RS-485 AND CAT-5 CABLE

SIGN STRUCTURE MOUNTED DMS (PROFILE)

POLE MOUNTED CABINET

CONDUIT SHALL ENTER THE POLE

MOUNTED CABINET FROM THE BOTTOM.

GROUND

NOTES:

1.

2.

THE SPD MODEL NUMBERS THAT ARE SHOWN ARE APT PRODUCTS.

ALL SPD ARE TO BE MOUNTED ON A DIN RAIL. DIN RAIL SHALL BE GROUNDED PER SPD

MANUFACTURER'S RECOMMENDATIONS.

3.

4.

PLAN REQUIREMENTS WILL VARY PER INSTALLATION. THE CONTRACTOR IS TO UTILIZE

THIS DETAIL FOR CONSTRUCTION REQUIREMENTS BUT MUST BID EACH INSTALLATION

AS REQUIRED BY THE PLAN SHEETS. NO ADDITIONAL COMPENSATION WILL BE GIVEN.

THE CONTRACTOR SHALL SUBMIT A DETAILED WIRE-BY-WIRE DIAGRAM FOR REVIEW

AND APPROVAL BY THE AUTHORITY PRIOR TO INSTALLATION.

5.

6.

CONTRACTOR SHALL FURNISH RF READER PER SPECIFICATION 663.

CONTRACTOR TO ATTACH THE RS-232 MAINTENANCE CABLE TO THE DB-9 RS-232

MAINTENANCE PORT ON THE RF READER MODULE.

HUB C

COAX

HUB C

ANTENNA

ANTENNA

COAX

ANTENNA

COAX

COAX

HUB A

ANTENNA 1

1

2

" RGS

(FOR 120V, 15A GFI

DUPLEX OUTLET AND AC)

SIGN

ELECTRONICS

FILTER

AERIAL POWER

JUNCTION BOX

SIGN

ELECTRONICS

FILTER

1

1

2

" CONDUIT

AERIAL POWER

JUNCTION BOX

SERIAL-

(RS-232)

PORT - DCS

READER

NEMA ENCLOSURE

SPD

RS485/D1

SPD

RS485/D1

SPD

SCAT5

SPD

RS232/D1

SERIAL-

RS-232

PWR

SPD

RS232/D1

AUX

HUB B

SIGN

CONTROLLER

PWR

SKYLINE

PWR

UPS

ETHERNET-

CAT-5

SERIAL-

RS-232

PORT

SERVER

UPS

SERIAL-

SPD

RS-485 RS485/D1

SPD

RS485/D1

ETHERNET-CAT-5

RPM

SPD

SCAT5

HUB E

ETHERNET

SWITCH

1

1

2

" CONDUIT

(FOR POLE CABINET CABLE)

(4 RS-232 AND ETHERNET)

A

U

X

FANS,

HEATERS,

LIGHTS,

ETC

LED POWER

SUPPLIES

4X SM FIBER OPTIC

JUMPER CABLES

DMS SIGN 2

LOAD

CENTER

SPD

TE01XCS104XA

AC POWER (INCOMING)

50A 120/240 VAC

1

1

2

" CONDUIT

HUB A

PWR

AUX

SIGN

CONTROLLER

PWR

SKYLINE

PWR

UPS

ETHERNET-

CAT-5

SERIAL-

RS-232

PORT

SERVER

SERIAL-

RS-485

SERIAL-

RS-485

A

U

X

FANS,

HEATERS,

LIGHTS,

ETC

LED POWER

SUPPLIES

SPD

RS485/D1

SPD

RS485/D1

UPS RPM

ETHERNET

SWITCH

ETHERNET-

CAT-5

SPD

SCAT5

LOAD

CENTER

SPD

TE01XCS104XA

SERIAL-

RS-485

ETHERNET-

CAT-5

SERIAL-

RS-232

SPD

RS232/D1

SERIAL-

RS-232

PATCH PANEL

HUB E

DMS SIGN WIRING BLOCK DIAGRAM

HUB F

DMS SIGN 1

1

1

2

" CONDUIT

(FOR POLE CABINET CABLE)

(4 RS-232 AND ETHERNET)

1

1

2

" CONDUIT

(FIBER)

AC POWER (INCOMING)

50A 120/240 VAC

HUB B

NEMA ENCLOSURE

SPD

RS485/D1

SPD

RS485/D1

SPD

SCAT5

SPD

RS232/D1

FIBER

OPTIC

COMMUNICATIONS

1

1

2

" RGS

(FOR 120V, 15A GFI

DUPLEX OUTLET AND AC)

120VAC, 15A

GFI DUPLEX

OUTLET

SERIAL-

(RS-485)

PORT - DMS

CONTROLLER

ETHERNET

(RJ-45)

PORT -

ETHERNET

SWITCH

SERIAL-

(RS-232)

PORT - DCS

READER

DATE BY DESCRIPTION

REVISIONS

DATE BY DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

635, 638, 663, 664, AND 668 FOR

ADDITIONAL INFORMATION.

FOR INFORMATIONAL PURPOSES ONLY

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7:51:41 AM

DCS AND THREE LINE

DMS DEVICE CO-LOCATION

DETAIL

SHEET

NO.

M-6

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_M06_V04.dgn

TYPICAL 4 & 6 LANE DIVIDED HIGHWAY

COVERAGE AREA

COVERAGE AREA

1/2" BAND (SHALL BE BAND-IT

BAND-FAST WITH COLOR-IT)

(BLACK) OR AUTHORITY APPROVED

EQUIVALENT)

TMS

TMS

(IF REQUIRED,

SEE PLAN SHEETS)

STEEL

POLE

5' MIN.

GALVANIZED OR STAINLESS STEEL

PLATE W/ RUBBER GROMMET

VARIES

INSTALL PER

MANUFACTURE

SPECIFICATIONS

3

4

" STAINLESS

STEEL STRAPS

LOCATION AND

NUMBER OF

PULL BOXES

VARIES

CCTV LOWERING CABLE

(VERIFY NO CONFLICT OR INTERFERENCE WITH CABLES

INSIDE THE CCTV POLE FOR THE LOWERING DEVICE)

3

4

" BAND (SHALL BE BAND-IT

BAND-FAST WITH COLOR-IT)

(BLACK) OR AUTHORITY APPROVED

EQUIVALENT)

HAND HOLE

3'

2" LB CONDUIT

TMS

2" RGS RISER (NO. VARIES)

1-TMS CABLE

TMS TO BE MOUNTED ON AN 48" ARM

OR 6" 3-AXIS BRACKET EXTENDING

PARALLEL TO THE ROADWAY SUCH

THAT THE TMS'S WILL NOT INTERFERE

WITH CCTV LOWERING DEVICE. POLE TO

BE DRILLED TO ALLOW ACCESS FOR TMS

CABLING. ENSURE NO ROUGH EDGES AROUND

ACCESS POINT TO AVOID CHAFING AND

DAMAGE TO THE CABLE. INSTALL A

GALVANIZED OR STAINLESS STEEL METAL

PLATE WITH GROMMET. DRILL ONE ENTRY

FOR EACH TMS. NUMBER OF TMS SHALL

BE PER PLANS. MOUNT ON DOWN STREAM

SIDE OF POLE (SEE PLAN SHEETS).

MOUNTING HEIGHT SHALL BE PER

MANUFACTURE'S SPECIFICATIONS.

TMS

DRILL POLE FOR CABLING ENTRY (1.25")

AND UTILIZE RUBBER GROMMET FOR

ENTRANCE HOLE.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

635, 638, 664, AND 668 FOR ADDITIONAL

INFORMATION.

DATE BY

TYPICAL EXISTING CCTV WITH PROPOSED TMS INSTALLATION DETAILS

N.T.S.

DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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7:51:48 AM

TRAFFIC MONITORING

STATIONS AND CCTV

CO-LOCATION DETAILS

SHEET

NO.

N-1

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_N01_V04.dgn

TYPICAL 4 & 6 LANE DIVIDED HIGHWAY

COVERAGE AREA

COVERAGE AREA

1

2

" STEEL BAND (SHALL BE BAND-IT

BAND-FAST WITH COLOR-IT)

(BLACK) OR AUTHORITY APPROVED

EQUIVALENT)

TMS

STEEL

POLE

TMS

(IF REQUIRED,

SEE PLAN SHEETS)

INTERIOR

CONDUIT

5' MIN.

GALVANIZED OR STAINLESS STEEL

PLATE W/ RUBBER GROMMET

#2 AWG TIN-PLATED BARE SOLID

COPPER GROUNDING WIRE

(EMBEDDED IN POLE)

VARIES

INSTALL PER

MANUFACTURE

SPECIFICATIONS

LOCATION AND

NUMBER OF

PULL BOXES

VARIES

3'

3

4

" BAND (SHALL BE BAND-IT

BAND-FAST WITH COLOR-IT)

(BLACK) OR AUTHORITY APPROVED

EQUIVALENT)

HAND HOLE

1.25" GROUNDING BUSHING

3

4

" GROUNDING BUSHING

2" GROUNDING BUSHING

2" LB CONDUIT

TMS TO BE MOUNTED ON AN 48" ARM

OR 6" 3-AXIS BRACKET EXTENDING

PARALLEL TO THE ROADWAY. POLE TO

BE DRILLED TO ALLOW ACCESS FOR TMS

CABLING. ENSURE NO ROUGH EDGES AROUND

ACCESS POINT TO AVOID CHAFING AND

DAMAGE TO THE CABLE. INSTALL A

GALVANIZED OR STAINLESS STEEL METAL

PLATE WITH GROMMET. DRILL ONE ENTRY

FOR EACH TMS. NUMBER OF TMS SHALL

BE PER PLANS. MOUNT ON DOWN STREAM

SIDE OF POLE (SEE PLAN SHEETS).

MOUNTING HEIGHT SHALL BE PER

MANUFACTURE'S SPECIFICATIONS.

TMS

DRILL POLE FOR CABLING ENTRY (1.25")

AND UTILIZE RUBBER GROMMET FOR

ENTRANCE HOLE.

TMS

NOTES:

1.

POWER CABLE SHALL BE 120 VAC, SINGLE PHASE SERVICE.

2.

POLE MOUNTED CABINET TO BE ORIENTED PER THE PLAN SHEETS.

3.

SEE GROUNDING DETAILS FOR GROUNDING REQUIREMENTS.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

635, 638, 664, AND 668 FOR ADDITIONAL

INFORMATION.

DATE BY

1.25" RGS RISER (NO. VARIES)

1-FIBER OPTIC CABLE

1-2" RGS RISER

1-POWER

TYPICAL TMS INSTALLATION DETAILS (ROUND STEEL POLE)

N.T.S.

DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

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TRAFFIC MONITORING STATIONS

INSTALLATION (ROUND STEEL

POLE) DETAILS

SHEET

NO.

N-2

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_N02_V04.dgn

BACK OF SIGN PANEL

1' FROM EDGE OF SIGN

TMS

MOUNTING BRACKET

EXISTING DCS

ANTENNA PAIR

ENTRANCE TO THE CONDUIT

TO BE SEALED WITH A

SIZED RUBBER GROMMETT.

EACH CABLE TO HAVE ITS

OWN HOLE ALONG THE

RIGID GALVANIZED STEEL PIPE.

1-2" RIGID GALVANIZED CONDUIT

TMS

1-2" RIGID GALVANIZED CONDUIT

TMS

(IF OFFSET EXCEEDS 20' ONLY)

(TO BE INSTALLED ON THE

DOWNSTREAM SIDE OF THE TRUSS)

2" FLEX CONDUIT

TMS

(IF OFFSET EQUAL OR LESS THAN 20' ONLY)

(TO BE INSTALLED ON THE

DOWNSTREAM SIDE OF THE

STRUCTURE UPRIGHT UNLESS

OTHERWISE DENOTED IN THE PLANS)

(SEE PLAN SHEETS)

TMS TO BE MOUNTED ON AN 48" ARM

OR 6" 3-AXIS BRACKET EXTENDING

PARALLEL TO THE ROADWAY. TMS SHALL

BE INSTALLED ON SIDE OF UPRIGHT.

(TO BE INSTALLED ON THE

DOWNSTREAM SIDE OF THE

STRUCTURE UPRIGHT UNLESS

OTHERWISE DENOTED IN THE PLANS)

(SEE PLAN SHEETS)

DRIP LOOP

WEATHER HEAD

TYPICAL EXISTING SIGN STRUCTURES WITH TMS INSTALLATION DETAILS

N.T.S.

90 DEGREE RIGID

GALVANIZED CONDUIT BEND

AERIAL JUNCTION BOX

1-2" RIGID GALVANIZED CONDUIT SECURED

TO UPRIGHT WITH "MINERALLAC 1" STAINLESS

STEEL CONDUIT HANGERS, CATALOG NO. 25B"

OR AUTHORITY APPROVED EQUAL @ 5' CENTERS,

USING SILICONE LOCK TIGHT AFTER DRILLING HOLE.

CONTAINS IMSA 19-2 7 CONDUCTOR CABLE

FOR POWER AND DATA AND AS WELL AS

MAINTENANCE PORT DROP.

2-2" RIGID GALVANIZED CONDUIT SECURED

TO UPRIGHT WITH "MINERALLAC 1" STAINLESS

STEEL CONDUIT HANGERS, CATALOG NO. 25B"

OR AUTHORITY APPROVED EQUAL @ 5' CENTERS,

USING SILICONE LOCK TIGHT AFTER DRILLING HOLE.

CONTAINS IMSA 19-2 7 CONDUCTOR CABLE

FOR POWER AND DATA AND AS WELL AS

MAINTENANCE PORT DROP.

EXISTING SIGN

STRUCTURE

POLE PLATE WITH

STAINLESS STEEL BAND

NEMA 3R ENCLOSURE

OR 336S CABINET

(INSTALL PER PLANS

AS REQUIRED)

2-1" RIGID GALVANIZED CONDUIT SECURED

TO UPRIGHT WITH "MINERALLAC 1" STAINLESS

STEEL CONDUIT HANGERS, CATALOG NO. 25B"

OR AUTHORITY APPROVED EQUAL @ 5' CENTERS,

USING SILICONE LOCK TIGHT AFTER DRILLING HOLE.

CONTAINS IMSA 19-2 7 CONDUCTOR CABLE

FOR POWER AND DATA.

CONDUIT (2) FOR COMPOSITE CABLE/

FIBER OPTIC CABLE AND POWER

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

664 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:49 AM

TRAFFIC MONITORING STATIONS

AND EXISTING SIGN

CO-LOCATION DETAILS

SHEET

NO.

N-3

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_N03_V04.dgn

DMS SIGN PANEL

SILICONE AND WATERPROOF

ENTRANCE TO DMS

SEE DMS WIRING DETAILS

SIGN STRUCTURE UPRIGHT

SEE DMS WIRING DETAILS

3" ABOVEGROUND RGS CONDUIT

1-3" GALVANIZED CONDUIT

(ANTENNAS TO DMS)

48" ARM OR 6" 3-AXIS BRACKET EXTENDING

PARALLEL TO THE ROADWAY AS SPECIFIED

ON THE PLAN SHEETS.

TMS

(TO BE INSTALLED ON THE

DOWNSTREAM SIDE OF THE

STRUCTURE UPRIGHT UNLESS

OTHERWISE DENOTED IN THE PLANS)

(SEE PLAN SHEETS)

END OF 3" CONDUIT TO UTILIZE

"SIZED TO FIT" GROMMETS.

90 DEGREE RIGID

GALVANIZED CONDUIT BEND

AERIAL COMMUNICATION JUNCTION BOX

(SEE DMS WIRING DETAILS)

AERIAL POWER JUNCTION BOX

(SEE DMS WIRING DETAILS)

48" ARM OR 6" 3-AXIS BRACKET EXTENDING

PARALLEL TO THE ROADWAY AS SPECIFIED

ON THE PLAN SHEETS.

TMS

(TO BE INSTALLED ON THE

DOWNSTREAM SIDE OF THE

STRUCTURE UPRIGHT UNLESS

OTHERWISE DENOTED IN THE PLANS)

(SEE PLAN SHEETS)

WEATHER HEAD

(TO BE INSTALLED ON

THE DOWNSTREAM SIDE

OF THE STRUCTURE UPRIGHT)

DRIP LOOP

¡ TRUSS

SIGN STRUCTURE MOUNTED TMS (PROFILE)

N.T.S.

NOTES:

1.

SENSOR SHOWN MOUNTED TO BACK CORD.

DATE BY

REVISIONS

DESCRIPTION

REFER TO CFX SPECIFICATION SECTION

664 FOR ADDITIONAL INFORMATION.

DATE BY DESCRIPTION

FOR INFORMATIONAL PURPOSES ONLY

CENTRAL FLORIDA

EXPRESSWAY AUTHORITY

USER: lyfe6246 3/30/2015

CENTRAL

FLORIDA

EXPRESSWAY

AUTHORITY

7:51:49 AM

TRAFFIC MONITORING STATIONS

SIGN STRUCTURE MOUNTING

DETAILS

SHEET

NO.

N-4

I:\Projects\OOCEA\FON\CFX Standard Details and Specifications 11.21.2011\Standard Details\Updated Standards\ITS Standard Details Cadd V8\ITS_N04_V04.dgn

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