18100 1 CCTV POLE PLACEMENT

See Note 2

24’

12’

12’

C: \d\projects\standards\its\18000-s\18100-01. dgn

24’

Travel Lane

Travel Lane 12’

Existing Grade

12’

Cabinet

4’ Min.

Shoulder Travel Lane

Cabinet

Travel Lane

Guardrail

TYPE B

8: 47: 44 AM

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TYPE A

GENERAL NOTES: 1.

For location where pole foundation is lower than roadway, mount CCTV cabinet on pole. Clear zone shall be measured to the edge of

2.

Distance must be in accordance with project design documents and greater than or equal to minimum clear zone requirements.

LAST REVISION

07/01/07

REVISIO N

12/30/2011

drilled shaft if drilled shaft is more than 4" above adjacent grade.

DESCRIPTION:

INDEX

FDOT DESIGN STANDARDS FY 2012/2013

CCTV POLE PLACEMENT

NO.

18100

SHEET NO.

1

Dome Type CCTV Camera

For Camera With Lowering Device (See

For Camera With Lowering Device (See Indexes 18110 and 18113). For Camera Mounted On

Mounted On Fixed Arm (See Index 18110).

Fixed Arm (See Indexes 18110 and 18113).

For Ground Mounted Cabinet

For Ground Mounted Cabinet

(See Index 18107)

(See Index 18107)

For Pole Mounted Cabinet

For Pole Mounted Cabinet

(See Index 18108)

(See Index 18108)

CCTV Cabinet


CCTV Cabinet

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Dome Type CCTV Camera

Indexes 18110 and 18111). For Camera

For Grounding and Lightning

For Grounding and Lightning

Protection (See Index 18102)

Protection (See Index 18102)

Concrete

8: 47: 44 AM

Concrete

CONCRETE POLE

LAST REVISION

01/01/10

REVISIO N

12/30/2011

STEEL POLE

DESCRIPTION:

INDEX


TYPICAL CCTV SITE

NO.

18101

SHEET NO.

1

1 2"

ETP Alloy 110 Copper

Air Terminal (Class II)

24" M in.

Steel Pole May Be Used As A Grounding Conductor If It Has Sufficient Cross-Sectional Area To Equal The Conductivity Of Main Lightning Conductors Per NFPA 780 And A Minimum Wall Thickness Of

3 16"

Or Greater.

Above Pole

To The Air Terminal By An Exothermic Weld Method. A

Above Pole

24" M in.

Bond #2 AWG Tin-Plated Bare Solid Copper Ground Wire

Bond #4 AWG Tin-Plated Bare Solid Copper Wire To Camera Support Base With An Aluminum-To-Copper #2 - #4 AWG Lug. Attach To Camera Base Using A Stainless Steel Self-Tapping Screw. Remove Paint Or Protective Coating Where Attaching Lug. Bond #4 Wire To #2 Ground Wire.

#2 Wire May Be Routed Internally Or Externally According To Project

#2 AWG Tin-Plated Bare Solid Copper Wire. Clamp

Requirements

To Concrete Pole @ 3’ Intervals. Bond To Air Terminal And Ground Rod With Exothermic Weld.

Dome Type

Dome Type

CCTV Camera

CCTV Camera

1 2"

x 10’ PVC Conduit Sleeve Shall Be Provided To Protect

Any External Ground Wire From Mechanical Damage. Ensure Conduits Are Sealed To Prevent Water Intrusion.

CCTV Cabinet

CCTV Cabinet

As Required Per Plans


As Required Per Plans

Wire Screen See Spec. 649-6

Ground Lug 1 2"

PVC Conduit

1 2"

Ground Rod B

For Grounding Finished Grade

2" PVC Conduit

6" Minimum

Finished Grade

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1 2"

Ground Rod A See Inset "A"

Ground Rod A See Inset "A"

Exothermic Weld

Exothermic Weld

To Ground Rod C

To Ground Rod C

To Ground Rod D

To Ground Rod D

1 2"

Conduit For Power

1

36" Max.

36" Max.

8: 47: 45 AM

Concrete 5 8"

5 8"

Diameter By 20’ Long

Copper-Clad Steel Ground Rods

Driven Into Undisturbed Earth


40’ Min.

12/30/2011

REVISIO N

Diameter By 20’ Long

Copper-Clad Steel Ground Rods

STEEL POLE

01/01/10

Conduit For Power

12" Min.

Concrete

LAST

6" Minimum

For Fiber Optic Cable

12" Min.

REVISION

Ground Rod B

2" PVC Conduit

For Fiber Optic Cable

1

PVC Conduit

For Grounding

40’ Min.

CONCRETE POLE

DESCRIPTION:

INDEX


CCTV POLE GROUNDING

NO.

18102

SHEET NO.

1

GENERAL NOTES: 1.

Distance must be in accordance with project design documents and greater than or equal to minimum clear zone requirements.

#2 AWG Tin-Plated Bare Solid Copper Wire Continuous To Air Terminal 2.

Exothermically weld all connections to ground rods.

3.

Install marker tape directly above all grounding electrodes and conductors at a

#2 AWG Min. Tin-Plated Bare

depth of 6".

Solid Copper Wire To Ground Rods B, C And D As Required

4.

All data, coaxial and power cables to the camera shall be completely concealed.

5.

All air terminals must meet UL-96A.

6.

Ground rod A is required. Ground rods B, C and D will be required as necessary to meet the ground resistance requirements in the contract documents.

#6 AWG Tin-Plated Bare Solid Copper Wire To Electrical Service Ground 7.

Place ground system within right of way.

8.

Route all camera cables inside arm of mounting bracket.

9.

Main ground rod to be placed immediately adjacent to pole.


INSET "A"

20’ Radius Each "Sphere Of Influence" Bonding Wire Conduit

Handhole

CCTV Ground Rod C

Main Ground Rod A

Ground Rod B

Ground Rod D

8: 47: 45 AM

(Typical)

GROUND ROD PLACEMENT DETAIL

Shoulder

120deg

Travel Lane

Travel Lane

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See Note 1

Cabinet

Pole

Air Terminal Down Lead Conduit

ORIENTATION OF CONDUITS AND DEVICES ON POLE

LAST REVISION

07/01/07

REVISIO N

12/30/2011

(Typical Each Pole)

DESCRIPTION:

INDEX


CCTV POLE GROUNDING

NO.

18102

SHEET NO.

2

Air Vent

Dual Fans

Area To Remain Clear For Full Width And Depth

Shelf

Ethernet Switch, Video Encoder

Area To Remain Clear For Full Width And Depth Preterminated Fiber Optic Patch Panel

CCTV Interface Panel

Sliding Drawer Area To Remain Clear For Full Width And Depth

3

5

RU

Protection

Protection 1 4"

TVSS Surge

TVSS Surge Video

19" EIA Rack With Tapped 10-32 Threaded Holes

And Terminal Server

36"

1

RU

1

RU

3

RU

1

1

3 4"

1

1 4"

5

3 4"

1

RU

1

RU

2

RU

1

Full Width And Depth

RU

Area To Remain Clear For

1

Sliding Drawer

RU

Cabinet Front

CCTV Interface Panel

3 4"

Preterminated Fiber Optic Patch Panel

1


1 2"


3

And Terminal Server

3 4"

Ethernet Switch, Video Encoder

1

Shelf

3 4"


1


3 4"

Air Vent

TVSS Protected Outlets For Equipment

Video GFI Protected Convenience Outlet

Data

Data

Power

Power

For Portable Tools

Power Distribution Assembly Service Entrance, Breaker,


3

Primary AC Power Filter, RU

Primary AC Power Filter,

5

Service Entrance, Breaker,

1 4"

Power Distribution Assembly

Ground Bussbar (Number Of Outlets - Project Specific)

Ground Bussbar (Number Of Outlets - Project Specific)

22"

24"

SIDE VIEW

FRONT VIEW

8: 47: 46 AM

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GENERAL NOTES: 1.

Cabinet layout is for pole or base mounted installations.

2.

All dimensions and scale are approximate.

3.

The minimum CCTV cabinet dimensions shall be 36"H X 24"W X 22"D.

4.

Conduit entrances are in bottom of cabinet.

5.

There shall be front and rear doors. Both doors shall have the hinged

6.

Cabinet layout represents preferred placement of typical devices. Project-specific designs may not include all components illustrated here.

LAST REVISION

07/01/07

REVISIO N

12/30/2011

side next to the pole when pole mounted.

DESCRIPTION:

INDEX


TYPICAL CCTV CABINET EQUIPMENT LAYOUT

NO.

18104

SHEET NO.

1

TVSS Protection

Power Distribution

For Equipment Power

AC Service

Assembly Optional Power Supply

Local Management Port RS-232 Optional Power Ethernet

Supplies

From

10/100 Base TX/RX

GFI

Electric Utility

Convenience Outlet(s) For Portable Tools Composite Video TVSS

Ethernet

Single Mode Fiber Optic

Maintenance Cabinet

Access

RS-232/422/485

CCTV Camera

Serial Data TVSS


Ethernet 100/1000 Base FX

Ethernet Switch

10/100 Base TX/RX

Video Encoder

Terminal Server

May Be One Local Management Port

Access

RS-232

Or More Devices

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Maintenance

8: 47: 46 AM

LEGEND Data Ethernet Power

12/30/2011

TVSS

Transient Voltage

LAST REVISION

07/01/07

REVISIO N

Surge Suppressor

DESCRIPTION:

INDEX


CCTV BLOCK DIAGRAM

NO.

18105

SHEET NO.

1

CCTV Cabinet

2" PVC Conduit For Routing Cabling To Camera Between Cabinet And Pole

1 2"

Fiber Optic Pull Box Or Fiber Optic

Fiber Optic Communications

Splice Box, (See Index 18204)

Conduits (As Shown On Plans)

PVC Grounding Conduit

#4 AWG Ground Wire

To Power


Service Assembly

Fiber Optic

Power Conduit

Communications Conduits (As Shown On Plans)

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GENERAL NOTES: 1.

Contractor shall splice fiber optic cables in cabinet to preterminater patch panel.

2.

Furnish and install TVSS protection on all video, data, and power cabling in cabinet.

3.

Ensure that all electronic equipment power is protected and conditioned with TVSS

4.

Sizes and types of conduits and innerducts for network communications between the pullbox and cabinet are stated in the contract documents.

5.

See Index 18102 for grounding requirements.

6.

All network communications conduits and ducts shall be sealed with approved waterproof duct plugs and seals.

LAST REVISION

07/01/07

REVISIO N

12/30/2011

8: 47: 47 AM

devices.

DESCRIPTION:

INDEX


GROUND MOUNTED CCTV CABINET

NO.

18107

SHEET NO.

1

Pole Mounted Cabinet *

(See Detail A)

Field adjust pole-mounted cabinet height to achieve

Pole Mounted Cabinet

best access for maintenance

(See Detail A)

personnel given site conditions as directed by the Engineer. Avoid conflicts with handhole.

1 2"

1

Fiber Optic Communications Conduit RGS

(As Shown On Plans)

Power Conduit

1 2"

Fiber Optic Pull Box

PVC Conduit

Fiber Optic Pull Box 1 2"

1 3’

For Grounding

Fiber Optic Communications Conduits

Fiber Optic Communications Conduits

(As Shown On Plans)

(As Shown On Plans)

Power Conduit To Power Service Assembly


1 2"

PVC Conduit

For Grounding

Conduit

Power Conduit To Power Service Assembly

STEEL POLE

CONCRETE POLE

Composite

Composite

Camera Cable

Camera Cable

CCTV

CCTV

Cabinet

Cabinet

Pole Plate With Stainless Steel Band

GENERAL NOTES:

1 2"

1

RGS Conduit Riser For

2" PVC Conduit Riser

Pole Opening For Cabinet

For Fiber Optic Drop

Entrance Shall Be Factory Installed

1. Contractor shall splice fiber optic cables in cabinet to preterminated patch panel. 2. Furnish and install TVSS protection on all cabling in cabinet.

Cable

Power Into Cabinet From 3. Furnish and install secondary TVSS protection on outlets for equipment in cabinet.

Power Service Assembly

8: 47: 47 AM

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RGS

Power

One Pulling Elbow

(2)Conduit Risers

Type LB 2" For

(1)1

Camera Composite Cable

(1)For Fiber Optic

1 2"

For Power

Communications Conduits (As

12/30/2011

FRONT VIEW

SIDE VIEW

Shown On Plans)

4. Sizes and types of conduits and innerducts for network communications between the pull box and cabinet are stated in the contract documents. 5. Ensure that equipment cabinet is bonded to CCTV pole grounding system. 6. All network communications conduits and ducts shall be sealed with approved waterproof duct plugs and seals. 7. Pole mounted cabinets shall be mounted with hinges next to the pole.

LAST REVISION

07/01/07

REVISIO N

DETAIL A

DESCRIPTION:

INDEX


POLE MOUNTED CCTV CABINET

NO.

18108

SHEET NO.

1

1 2"

ETP Alloy 110 Copper

24’

Air Terminal Class II

Removable Top Cap Connectors And Camera Wiring

Pole Top Junction Box

Pole Fitter

Divided Channel Arm

U-Bolt

U-Bolt

Clamps

Clamps

Cable Stop Block

Conduit To Be Bolted Here

Disconnect Unit Fitter 3-Way Tracking Guide And Support

Pulley

Pulley EPDM O-Ring Seal CCTV Lowering Cable Interior Conduit

Pole Details On

Contact Connector

Disconnect Unit

Lower Contact

Connector

Assembly

Socket

Separate Drawing Ground Rod Base

Disconnect Sealing Gasket Ring

Mount To Side Of Pole Camera Junction Box

Unit Cover Guide Pin

And Stabilizing Weight Double Support Arms Camera Connectors Sealing Gasket


Camera Mounting Bracket And Dome Flange

(Between Lower Contact Assembly And Junction Box) Strain Relief Fitting

Dome Type CCTV Camera (TYP)

TVSS Surge Protection For Power, Data And Video

GENERAL NOTES: 1.

Lowering device to be shipped ready for pole attachment to include 100 ft. of composite power and signal cable prewired to lowering device at the factory.

2.

The lowering device manufacturer shall supply both a portable lowering tool with a manual hand crank and a half-inch chuck variable-speed reversible industrial-duty electric drill that matches the winch’s manufacturer-recommended revolutions per minute. One lowering tool per every 10 lowering devices is required.

3.

The lowering device manufacturer shall provide an on-site installation inspection and operator instruction and certification. This ensures the product is assembled correctly and that all necessary persons are trained in the supplier and schedule a manufacturer’s representative to be on-site.

CAMERA LOWERING DEVICE DETAIL 4.

Design camera mounting arm and connection to tenon according to FDOT Structures Manual (current edition).

5.

Camera to be mounted to camera junction box and stabilizing weight via 1

6.

Use air terminal extension when the pole top junction box is wider than top of pole.

7.

The stainless steel device lowering cable shall be installed inside the pole within a 1

8.

All communication and power cables must be neatly bundled and secured.

9.

Use a Camera Lowering Device listed on the Approved Product List (APL).

1 2"

Standard NPT Pipe Thread.

1 4"

diameter PVC conduit.

CAMERA MOUNTING WITH LOWERING DEVICE

10. See Index 18113 for concrete pole details and Index 18111 for steel pole details.

LAST REVISION

01/01/10

REVISIO N

12/30/2011

8: 47: 48 AM

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proper, safe operation of the system. Before erecting the first pole the contractor must contact the lowering device

DESCRIPTION:

INDEX


CAMERA MOUNTING DETAILS

NO.

18110

SHEET NO.

1

Bond #4 AWG Tin-Plated Bare Solid Copper Ground Wire To Camera Support Base By An Aluminum To Copper #2-#14 AWG

Pole Plate With Stainless Steel Band

Lug. Attached To Camera Base With A Stainless Steel Screw.

(Or Method Approved By Engineer)

Remove Paint Or Protective Coating Where Attaching Lug.

Bracket Design May Vary By CCTV Manufacturer

Fixed Mounting Bracket Must Be

Strain Relief

Designed To Match Mounting

Fitting

Provisions For CCTV Camera

Camera Connector Harness Supplied To Match Camera

A

A Cabling To Camera

Dome Type Camera Assembly (TYP) Cast In Place 2" Galvanized Nipple For Concrete Poles. Hole With Nipple Grommet For Steel Poles.

FIXED MOUNTING BRACKET DETAIL

Pole Plate With Stainless Steel Band (Or Method Approved By Engineer) Varies (2’ Max.)

1 2"

6 ia . D a x .)

Verify the pole type, the dimensions of the pole at the point of

M

1.

(3 0 "

installation of the camera mount, and angle with respect to the roadway before manufacturing camera mount assembly. 2.

Design camera mounting arm and connection to the pole according to FDOT Structures Manual (current edition).

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Dia.

GENERAL NOTES:

3.

No field welding shall be permitted.

4.

Mounting bracket arm shall be level after installation.

5.

The contractor shall submit shop drawings for the proposed fixed

V a r ie s


Not To Scale

The Contractor Shall Coordinate Bracket Design And Flange Connection With CCTV Camera Manufacturer For Mounting The CCTV Camera Housing

8: 47: 49 AM

mounting arm, signed and sealed by a Professional Engineer registered in the State of Florida, to the Engineer for review and approval. 6.

SECTION AA

See Index 18113 for concrete pole details and Index 18111 for steel

7.

Galvanized pipe connections and conduit entry points shall be sealed in accordance with Section 630 of the Standard Specifications.

LAST REVISION

01/01/10

REVISIO N

12/30/2011

pole details.

CAMERA MOUNTING WITH FIXED BRACKET

DESCRIPTION:

INDEX


CAMERA MOUNTING DETAILS

NO.

18110

SHEET NO.

2

Pole Pole

Interior Conduit

Camera Mounting

Camera Mounting

With Fixed Bracket

With Fixed Bracket Pole Wall 6"

Handhole

Provide "Hook" or

Handhole 1 4"

ORIENTATION VIEW

Partial Weld Typical

1"

2"

ORIENTATION VIEW

4"

"Cable Guide"

Coordinate Mounting Method


Lowering Device Tenon.

1 2"

(See Index 18102)

1 4"

(See Index 18102)

7

That Will Permit The Attachment Of A

Air Terminal

5

1 4"

Provide Removable Cap And Provisions Air Terminal

12" m in.

Handhole Frame

(2)

1 4"

Stainless Steel

Hex Head Screws, Typ. Tenon Provided By

Handhole Cover

5" Minimum Inside

Pole Manufacturer

3 16"

Thick

(2) Tack Weld

Diameter Of Pole Raceway

1 4"

3 16"

Hex Nut

2’

5 8" 3 4"

1

For Camera Mounting Details

(See Index 18110)

(See Index 18110)

TENON DETAIL

SECTION A-A

H

For Camera Mounting Details

2" Hole With Nipple Grommet

»¿

5" Minimum Inside Diameter Of Pole Raceway H

3 8"

3 8"

Rod Park Stands (Inside Shaft Wall)

1’ -0"

Tape r

1’ -0"

Tape r

(2)

Rod Working Park Stand

A

Typical

2"

1 2"

Drill & Tap Hole In

Handhole Rim. Supplied 0.14"

0.14"

7" x 27" –

1 2"

With

Ensure Handhole Is Designed For

1 2"

x 3" Bolt

A

Use With The Portable Lowering Tools That Are Used To Operate The Lowering Device System. 7" x 27" –

1 2"

7" x 27" –

1

1 2"

Handhole Shall Be 90 From

Handhole Shall Be 90 From

The Lowering Arm And Away


From Approaching Traffic


Anchor Bolt (Typ.)

2" Double Nuts. Top Nut May Be

Provide Cover Plate Steel Chain Mounted

Half Height Jam Nut. Provide

or Hinge Mounted With Pad Lock Tab.


1 2"

6"

Individual Nut Cover (Not Shown) For Each Bolt.

Drilled Shaft

Finish Grade

Finish Grade

1 2"

Finish Grade

Bolt

Wire Screen See Spec. 649-6

D

D rd960rh 8: 47: 49 AM 12/30/2011

Maximum Camera Weight:

REVISIO N

01/01/11

(ft)

Drilled Shaft Diameter Double

(ft)

Nuts 9

4.0

55

9

4.0

60

10

4.0

65

11

4.5

70

11

4.5

(Typ.)

Maximum Camera EPA: 5.60 sq ft Total

LAST

(ft)

50

device manufacturer.

REVISION

D

1 8 4"

plates, parking stands, etc.) with lowering

Drilled Shaft

Drilled Shaft

Diameter

Diameter

WITH LOWERING DEVICE

H Pole Top:

requirements (including Tenon, Tenon mounting

(1) Bolt Max

1"

SPECIFICATIONS: Coordinate all lowering device hardware

Plate Washer

Nut Holder With Fastener

12" min

NOTE:

3 8"

Above And Below Base Plate.

3’ -2"

Top Of

Drilled Shaft

Rod For Wire Tie Off

Em bedm ent

Top Of

3’ -9"

Provide 3 (2) 8"

240 lbs Total

WITHOUT LOWERING DEVICE

Drilled Shaft Diameter

FOUNDATION AND HANDHOLE DETAIL

DESCRIPTION:

INDEX


STEEL CCTV POLE

NO.

18111

SHEET NO.

1

DESIGN NOTES:

POLE GENERAL NOTES:

Design according to FDOT Structures Manual.

16 sided or more or round.

Maximum 1" deflection in 40mph wind (3 second gust). Tapered 0.14 inches per foot. Perform all welding in accordance with the American Welding Society Structural Welding Transverse welds only allowed at the base.

Code (Steel) ANSI/AWS D1.1 (current edition).

One or Two sections (with telescopic field splice) is allowed. No laminated tubes.

Foundation materials: Reinforcing Steel: ASTM A615 Grade 60

Up to two longitudinal seam welds are permitted. Concrete: Class IV (Drilled Shaft) with a minimum 4,000 psi compressive strength at 28 Longitudinal seam welds within 6" of circumferential welds shall be complete penetration welds.

days for all environment classifications.

Longitudinal seam welds at telescopic field splices shall be complete penetration welds for the splice length plus six inches. All other areas, size the partial penetration welds to at least 60% of the pole tube

Anchor Bolts: ASTM F1554 Grade 55 with ASTM A563 Grade A heavy-hex nuts.

thickness.

ASTM F436 Type 1 washers. ASTM F2329 galvanization.

Identification tag: Foundation design based upon the following soil criteria: Classification

=

Cohesionless (Fine Sand)

Friction Angle

=

30 Degrees (30)

Unit Weight

=

50 lbs./cu. Ft. (assumed saturated)

Aluminum, secured to pole with stainless steel screws. Locate inside pole and visible from handhole. Provide Financial Project ID, pole height, manufacturer’s name, pole base (Fy of steel) and pole base wall thickness.

Only in cases where the Designer considers the soil types at the specific site location to Perform all welding in accordance with the American Welding Society Structural Welding Code (Steel)

be of lesser strength properties should an analysis be required.

ANSI/AWS D1.1 (current edition). Auger borings, SPT borings or CPT soundings may be utilized as needed to verify the Refer to Index No. 18108 for conduit and cabinet mounting details.

assumed soil properties, and at relatively uniform sites, a single boring or sounding may cover several foundations. Furthermore, borings in the area that were performed for

Provide fourteen #11 longitudinal bars for 4’-0" diameter drilled shafts and sixteen #11 longitudinal bars

other purposes may be used to confirm the assumed soil properties.

for 4’-6" diameter drilled shafts. Provide seven #5 stirrups spaced at 4" from the top of the drilled shaft and #5 stirrups spaced at 1’-6" (max.) for the rest of drilled shaft. Provide 4" cover for the top of drilled shaft and 6" cover for sides and bottom. Coordinate anchor bolt design with the shaft reinforcement and


CSL tube details.

INSTALLATION NOTES:

POLE SPECIFICATIONS:

Cable Supports: Electrical Cable Guides and Eyebolts.

ASTM A1011 Grade 50, 55, 60 or 65 (less than 1/4")or

Locate top and bottom electrical guides within the pole aligned with each other.

ASTM A572 Grade 50, 60 or 65 (greater than 1/4")or

Position one cable guide 2" below the handhole.

ASTM A595 Grade A (55 ksi yield) or Grade B (60 ksi yield).

Position other cable guide 1" directly below the top of the tenon.

Steel Plates and Pole Cap: ASTM A36.

Position eyebolt 2-3/4" below the top of the handhole.

Weld Metal: E70XX.

Install pole plumb.

Bolts: ASTM A325, Type 1. Handhole frame: ASTM A709 Grade 36 or ASTM A36. Handhole cover: ASTM A1011 Grade 50, 55, 60 or 65.

Lowering Device Installation Notes: Stainless steel screws: AISI Type 316. Design tenon dimensions to facilitate lowering device component installation. Locate slots parallel to the pole centerline for mounting the lowering device. Bolt a tenon to the pole

Galvanization:

top with mounting holes and slot as required for the mounting of the lowering device.

Nuts, bolts and washers: ASTM F2329. All other steel: ASTM A123.

Place the lowering cable that moves within the pole in an interior conduit to prevent it rd960rh

from tangling or interfering with any electrical wire that is in the pole. Ensure that any

One hundred percent of full-penetration groove welds and a random 25% of partial penetration

electrical wire within the pole is routed securely and free from slack.

groove welds shall be inspected. Full-penetration groove weld inspection shall be performed by nondestructive methods of radiography or ultrasonics.

Mount lowering arm perpendicular to the roadway or as shown in the plans. Position

LAST REVISION

01/01/12

REVISIO N

12/30/2011

8: 47: 50 AM

CCTV pole so that the camera can be safely lowered without requiring lane closures.

DESCRIPTION:

INDEX


STEEL CCTV POLE

NO.

18111

SHEET NO.

2

Pole

Interior Conduit

Pole

Couplings

Camera Mounting

Couplings

Camera Mounting With Fixed Bracket

With Lowering Device

Handhole

Handhole

ORIENTATION VIEW

ORIENTATION VIEW

Provide Removable Cap And Provisions That Will Permit The Attachment Of A Lowering Device Tenon Air Terminal (See Index 18102)

Tenon Provided By Pole Manufacturer

Air Terminal (See Index 18102) Coordinate Mounting Method

2’


Camera Mounting Details (See Index 18110) Camera Mounting Details (See Index 18110) 5" min. Inside Diameter Of Pole Raceway 5" min. Inside Diameter Of Pole Raceway 6"

2" Coupling With Cap @ 90 To Handhole Box To

Provide "Hook" or

Provide Cable Entry Point For Camera Cables

"Cable Guide"

1 4"

1" Lifting Hole

Pole Identification

Pole Identification

1 2"

4

2’

4

x 30" –

1 2"

1 2"

x 30" –

1 2"

Steel Framed Handhole Box

Steel Framed Handhole Box

With Cover Shall Be 90 From

With Cover Shall Be 90 From


The Lowering Arm And Away 2’

12" m in.

1 4"

5

7

1 4"

2"

1" Lifting Hole



5 8" 3 4"

2’ -0"

6"

4’ -3"

H

4’ -3"

2’ -0"

6"


TENON DETAIL

L

H

L

1

(2) 2" Couplings With Caps

(2) 2" Couplings With Caps

@ 90 To Handhole Box Finish Grade

@ 90 To Handhole Box

1’ -6" Grd. Lug Grounded

(2) 4" X 12" Conduit Entry Holes

" D"

To Reinf. Cage

9"

9"

1 2"

Burial Depth

" D"

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Burial Depth

1’ -6"

Finish Grade

1 2"

Grd. Lug Grounded

To Reinf. Cage

(2) 4" X 12" Conduit Entry Holes

Class NS Concrete

8: 47: 51 AM

Class NS Concrete

Plugged Butt 4’0"

1 2"

1

Drain Hole

Plugged Butt 4’0"

1 2"

1

Drain Hole

Coordinate all lowering device hardware requirements (including Tenon, Tenon mounting plates, parking stand,

WITH LOWERING DEVICE

WITHOUT LOWERING DEVICE

etc.) with lowering device manufacturer.

LAST REVISION

01/01/11

REVISIO N

12/30/2011

NOTE:

DESCRIPTION:

INDEX


CONCRETE CCTV POLE

NO.

18113

SHEET NO.

1

C

1" Lifting Hole

A

C

B

1" Lifting Hole

1" Lifting Hole

2" Couplings

A

B

2" Couplings

1" Lifting Hole. 2" Coupling For Pole Without Lowering Device

S M

ld o

m a e

D

D

1 4"

Eyebolts With Eye Facing

Top Of Pole Located On Each Side Of Handhole Box. Place Eyebolts 2" From

Conduit Entry Holes

Top Of Handhole Frame.

Ground Lug

Handhole Box & Pole

Handhole Box

Identification

Pole Identification

GENERAL NOTES:

Two 2" X

Design according to FDOT Structures Manual current edition.

TOP VIEW

SECTIONAL VIEW THROUGH HAND HOLE BOX

Manufacturers seeking approval for inclusion on the Qualified Products List must submit a QPL Product Evaluation Application along with design documentation and drawings showing the product meets all specified requirements of this Standard. Provide documentation that certifies and demonstrates that the pole is designed to accommodate and be compatible with a lowering device listed on the Approved Product List. Place prestressing symmetrically about both axis. Use Class V Special Concrete or Class VI Concrete with 4 ksi minimum strength at transfer. Use ASTM A615 Grade 60 reinforcing steel. Provide a minimum of non-prestressed reinforcement equal to 0.33% of the concrete area. Use ASTM A416 Grade 270 stress relieved or low-lax prestressing strands. One turn required for spiral splices and two turns required at the top and bottom of poles. Manufacture spirals from cold-drawn ASTM A82 steel wire. Identify poles as to manufacturer, pole length, certification number and QPL qualification number by inset numerals 1" in height inscribed on the same face of the pole as the handhole and ground wire. Provide a Class 3 surface finish. Provide a 1" minimum cover.

SPECIFICATIONS:


Foundation design based upon the following soil criteria: Classification

=

Cohesionless (Fine Sand)

Friction Angle

=

30 Degrees (30)

Pole Top:

10 1/2" Diameter minimum

Unit Weight

=

50 lbs./cu. Ft. (assumed saturated)

Pole Taper:

0.2 in/ft nominal

Defl Spec:

1" max. In 40 mph Wind (3 second gust)

Only in cases where the Designer considers the soil types at the specific site location to be of lesser

Max. Camera EPA:

5.60 sq. ft Total

strength properties should an analysis be required. Auger borings, SPT borings or CPT soundings may

Max. Camera Wgt:

240 lbs Total

be utilized as needed to verify the assumed soil properties, and at relatively uniform sites, a single boring or sounding may cover several foundations. Furthermore, borings in the area that were performed for other purposes may be used to confirm the assumed soil properties.

L (ft)

rd960rh

LOWERING DEVICE INSTALLATION NOTES:

Design tenon dimensions to facilitate lowering device component installation. Locate slots parallel to the pole centerline for mounting the lowering device. Bolt a tenon to the pole top

H (ft)

D (ft)

63

50

13

69

55

14

75

60

15

80

65

15

86

70

16

with mounting holes and slot as required for the mounting of the lowering device. Place the lowering cable that moves within the pole in an interior conduit to prevent it from wire within the pole is routed securely and free from slack. Mount lowering arm perpendicular to the roadway or as shown in the plans. Position CCTV pole so that the camera can be safely lowered without requiring lane closures.

LAST REVISION

01/01/11

REVISIO N

12/30/2011

8: 47: 51 AM

tangling or interfering with any electrical wire that is in the pole. Ensure that any electrical

DESCRIPTION:

INDEX


CONCRETE CCTV POLE

NO.

18113

SHEET NO.

2

GENERAL NOTES:

6" Warning Tape (On Top Of Class I Conc.)

1. The contractor, with approval from the Engineer, may adjust the final burial depth of 12"

A

30" M in.

the conduit(s) in order to transverse nonmovable object conflicts. 6" Minimum

2. Backfill with excavated material and compact the soil until firm and unyielding. Remove rock and debris from backfill material. Orange Insulated

3. Where conduits are to be installed over existing underground structures (e.g., drain

Locate Wire

pipes or utility lines) which are less than 30" deep, the contractor shall encase the

A

conduit in 2500 PSI Class I concrete for the entire length of conduit that is installed at a depth of less than 30".

Varies

4. If the amount of cover over the encasement is less than 6", the contractor shall

Fiber Optic Communications Conduits Drain Pipe

install the conduit to pass below the underground structures (e.g., drain pipes).

(As Shown On Plans)

5. Size and type of fiber optic conduits shall be shown on plans. 2500 PSI Class I Concrete

6" Wide Warning Tape Set Over Conc. Orange Insulated 4"

12"

Locate Wire

4"

2"

12"

SECTION AA

Min. 36" Or As Directed

M in.

30"

6" Warning Tape

By The Engineer Orange Insulated 6" Min

Locate Wire


Conduit Located Behind Guardrail

Conduit Located In Front Of Guardrail

Conduits E. P.

Varies

Warning Tape

As Scaled From Plans

12" Min. Depth Finished Grade

Existing Utility Or Drainage Structure

Trench Depth

Less

30" Or

M inim um 36’ ’

12"

Slope May Vary 6" Warning Tape

Varies Orange Insulated

Conduit(s)

rd960rh

Locate Wire

* Drainage Pipe Beneath Roadway And / Or Utilities

6" Min Conduits

* Maintain 12" Minimum Vertical Clearance When Crossing Over Pipe And / Or Utilities. If Minimum Vertical Clearance Cannot Be Maintained, Then Conduit Is To Be Routed Under Pipe Maintaining 12" Minimum

8: 47: 52 AM

Existing Utility Or Drainage

Vertical Clearance.

Structure

CONDUIT INSTALLATION TYPICAL DETAIL

LAST REVISION

01/01/12

REVISIO N

12/30/2011

CONDUIT INSTALLATION DETAILS ACROSS EXISTING DRAIN PIPES OR UTILITIES

DESCRIPTION:

INDEX


FIBER OPTIC TRENCH DETAILS

NO.

18202

SHEET NO.

1

A

1’-0"

A

1’-0"

Concrete Apron

Concrete Apron

Fiber Conduit

Fiber Conduit (As

(As Shown In Plans)

1’-0"

C

Shown In Plans)

C

1’-0"

C

C

Locate Wire

Ground Rod

2" Fiber Conduit (As Shown In Plans)

Ground Rod

A

Secondary Fiber Conduit (As Reqd.)

Fiber Conduit (As Shown In Plans)

A

Secondary Fiber Conduit (As Reqd.)

SECTION BB

SECTION BB

2’-0" Min. 6"-8"

1’-0"

3’-0" Min. (ITS)

1’-0"

1’-0"

(ITS)

1’-0"

6"-8"

(Typ.)

1’-0"

5’-0" Min.

1’-0"

1’-0"

2’-6" Min.

1’-0"

(Typ.) 13" Min.

B

) . p y T % ( 1

3’ -0" M in.

(Other)

B 6"

) . p y T % ( 1

B

B


6"

Locate Wire

4’ -0" M in.

2’-0" Min. (Other)



Locate Wire

Approved Ground

Store Fiber

Store Fiber

(50’ Min.)

(200’ Min.)

Ground Rod

12" Bed Of Pearock

Ground Rod

(As Reqd.)

Or Crushed Stone

(As Reqd.)

Connection

For Drainage

SECTION CC

Approved Ground

Ground Rod

12" Bed Of Pearock

Ground Rod

(As Reqd.)

Or Crushed Stone

(As Reqd.)

Connection (As Reqd.)

For Drainage

SECTION AA

SECTION CC

PULL BOX

SECTION AA SPLICE BOX

8: 47: 53 AM

rd960rh

GENERAL NOTES: 1.

Fiber optic boxes shall not be installed in roadways or driveways.

9.

2.

The fiber optic box shall be one of the products included on the Approved Product

10. All fiber optic boxes shall have 1’-0" wide (min.) x 6" deep concrete aprons sloped

List. The legend "FDOT Fiber Optic Cable" shall be stamped on all covers.

Conduit center line shall be aligned to top edge of box to facilitate cable pulling.

away from box. Apron is to be included in the cost of each box.

3.

Fiber optic boxes shall be installed flush with the finished grade surface.

11. Fiber optic boxes shall meet FM 5-539 test procedure.

4.

Fiber optic box length (long side) shall be parallel to the roadway.

12. Refer to Section 783 of the Standard Specifications for box requirements.

5.

A pull wire shall be installed in the empty conduits for future use.

13. All splices shall be properly weatherproofed.

6.

All splice boxes shall be provided with cable hanger racks designed to support

14. The size and type of fiber optic communications conduit shall be shown on plans. 15. The use of ground rods shall be shown in the plans.

7.

Refer to Section 783 of the Standard Specifications for splice requirements.

LAST REVISION

01/01/12

REVISIO N

12/30/2011

cables and splice enclosures. Cost of racks to be included in cost of splice box.

DESCRIPTION:

INDEX


FIBER OPTIC SPLICE BOX AND PULL BOX

NO.

18204

SHEET NO.

1

Variable

GENERAL NOTES:

See Sheet 6 For 1. If no guardrail or barrier wall exists, structure shall be outside the clear zone.

Walk-In

Grounding And

Clear zone shall be measured to edge of the drilled shaft if drilled shaft is more

Dynamic

Lightning Protection

than 4" above adjacent grade.

Message Sign (DMS)

2. Extend Catwalk from DMS to outer edge of paved shoulder but not less than four feet in length. 3. Clear zone distance and setbacks from edge of travel lane shall be in Catwalk

4’

M in.

accordance with Plans Preparation Manual Volume I, Chapters 2 and 4.

Variable Drilled Shaft

Guardrail 4’

Catwalk

Min.

DMS Structure

Variable See Note 2

Clear Zone See Note 1

Shoulder (Paved)

Travel Lane

Travel Lane

Note: Actual number

Travel Lane

Travel Lane

and direction of travel lanes varies. Travel Lane

19’-6" Min. Clearance Per

Ground

Plans Preparation Manual

Line

Volume I, Table 2.10.4

Shoulder

Travel Lane

TYPICAL ELEVATION VIEW CANTILEVER SIGN STRUCTURE

4’


M in.

TYPICAL PLAN VIEW DMS CANTILEVER SIGN STRUCTURE

See Sheet 6 For Grounding And Lightning Protection Variable

Drilled Shaft

Variable

Guardrail

Catwalk

DMS Structure

Shoulder (Paved)

Travel Lane

Note: Actual number and direction of travel

4’

Variable

Catwalk

Variable

Min. See Note 2

4’

lanes varies.

Min.

Travel Lane Clear Zone

Clear Zone

See Note 1

See Note 1

Travel Lane

4’

rd960rh

M in.

Travel Lane

Drilled Shaft

Guardrail

Travel Lane

Travel Lane

19’-6" Min. Clearance Per Plans Preparation Manual

Ground Shoulder

Line

8: 47: 53 AM

Volume I, Table 2.10.4

TYPICAL ELEVATION VIEW SPAN SIGN STRUCTURE

12/30/2011

TYPICAL PLAN VIEW SPAN SIGN STRUCTURE

LAST REVISION

01/01/12

REVISIO N

GENERAL LAYOUT DESCRIPTION:

INDEX


DYNAMIC MESSAGE SIGN WALK-IN

NO.

18300

SHEET NO.

1

2-2" Threaded Couplings

2 Watertight Flexible Conduits (2" Power And 2" Communications) 2-2" Threaded Couplings

2 Watertight Flexible Conduits (2" Power And 2" Communications)

2-2" Rigid Metal Conduits With Std Sweeps

2-2" Rigid Metal DMS Cabinet

Conduits With

DMS Cabinet

Std Sweeps Hand Hole

Hand Hole

One 2" PVC Conduit For Electrical Service

One 2" PVC Conduit

One 2" PVC Conduit

For Electrical Service

For Fiber-Optic

One 2" PVC Conduit

Communications,

For Fiber-Optic

2" PVC Spare Conduit

Communications,

(As Shown On Plans)

2" PVC Conduit Spare (As Shown On Plans)

2-2" Threaded Couplings


See Sheet 3 for Conduit Details and 7 Grounding

See Sheet 3 for Conduit

Details

Details and 7 Grounding Details

Conduit Exit Oriented

SPAN DMS

EVER DMS L CANTI

In Necessary Direction

GENERAL NOTES:

1.

Conductors for grounding shall be connected to steel framework that

4.

have been cleaned to base metal, by use of bonding plates having

Catwalk and handrail design and installation shall comply with AISC, AASHTO, and OSHA requirements as applicable.

contact area of not less than 8 square inches or by welding or brazing. Drilling and tapping the steel structure to accept a threaded connector

5.

rd960rh

is also an acceptable method. 2.

All data, fiber-optic and power cable for the DMS shall be completely encased within the sign structure or in conduit.

If steel framework is to be drilled and tapped to accept threaded

6.

Permanently stamp/mark foundation to conduit locations.

7.

Transition conduit in foundation to underground conduit with

connector, the threaded connector shall have at least 5 threads fully engaged and secured with a jam nut to the steel framework.

appropriate reducer outside the limits of the foundation. 8: 47: 54 AM

3.

Bends in the conduit shall not be less than the minimum bending

LAST REVISION

01/01/10

REVISIO N

12/30/2011

radius for the cable contained in the conduit.

DESCRIPTION:

INDEX



NO.

18300

SHEET NO.

2

Two Watertight 2" Flexible Conduits For Electrical Service And Communications Top Truss Chord

3 4"

5 2-2" Threaded Couplings

Door Hinge

For Power And Communications 2’ Max

Access Door

Handhole Cover

10

3 4"

Air Terminal

GENERAL NOTES: 1.

11 Gage

See Pole Top Cut-Away Detail DMS

DMS Cabinet may be pole or ground mounted

Removable Top Plate

7 8"

2 R=

depending on project requirements. 2.

Two J-Hooks To Support

See sheet 7 for additional conduits for Door Latch / Handle

grounding. The number and placement of

Separately Power And

3.

5 16"

Communications Cable

conduits are approximate. Field adjust pole-mounted DMS cabinet height

Conduit Entrance Location

Handrail

HANDHOLE COVER

Per DMS Manufacturer

to achieve best access for maintenance personnel

Hole, Typ.

given site conditions as directed by the Engineer. Back Truss Chord

Avoid conflicts with stiffeners, hand-hole and

Post

maintenance of anchor bolts.

1 4"

Grating

A

Dia. Stainless Steel

5"

Hex Head Screws, Typ.

Tack Welded A 4" x Catwalk

3 8"

Handhole

Frame Made

10"

Cover Clip, Typ.

21

Full Penetration Weld

R =

Bottom Truss Chord

2"

Continuous With A

PoleMounted

Full Penetration Weld

DMS Cabinet

2-2" Threaded

HANDHOLE FRAME

Couplings For 2-2" Rigid Metal

Rigid Metal Conduit

Conduits With Std Sweeps

Ground Mounted

4"


Cabinet

Hand Hole

1"

Top Of Conduits

Or Fiber-Optic Splice Box (See Index 18204)

2" PVC Conduit

2" PVC Conduit

Spare

Spare

See Note 3

Fiber-Optic Pull Box

3 8"

1’ -0"

Varies 2’ -6" to 4’ -0"

Partial Penetration Weld Wire Screen - See Spec. 649-6

1 4"

Handhole Frame

Stainless Steel

Hex Head Screws, Typ.

Tack Welded Bottom Of Plate

Finished Grade (Varies)

Cover Clip Typ.

11 Gage Handhole Cover

SECTION A-A (Thru Handhole) rd960rh

Power Conduit (2" PVC) To Power Transition Conduit Outside Foundation

8: 47: 55 AM

Service Assembly

Fiber-Optic Communications Conduit

2" PVC Conduit

(2" PVC)

Spare

(As Shown On Plans)

(2" PVC) 2" PVC Grounding

12/30/2011

Fiber-Optic Communications Conduit (As Shown On Plans)

01/01/12

REVISIO N

LAST

(2" PVC) To Power Service Assembly

Conduit

REVISION

2" PVC Grounding Conduits Power Conduit

DESCRIPTION:

INDEX



NO.

18300

SHEET NO.

3

Vertical Hanger Spacing 5’-0" (Max.) 2" Threaded Couplings (2)

Quantity And Spacing Of The Members Will Be Dictated By Locations Of Truss Connection Plates, Splices And 5’-0" (Max.) Spacing

HANGER LOCATION DETAIL


(Cantilever Sign Structure Shown, Span Sign Structure Similar)

GENERAL NOTES 1.

Design Specifications: FDOT Structures Manual (current edition) and AASHTO standard specifications

7.

for structural supports for highway signs, luminaries and traffic signals.

Insure that the field located holes allow the vertical hangers to be placed as shown on the plans with no conflicts with gusset or splice plates.

2.

Design Wind Speed: 150 miles per hour. maximum DMS box weight for design: 4500lb.

3.

Shop drawings including the DMS connection are required and fabrication shall not begin

8.

All steel items shall be galvanized as follows: All nuts, bolts and washers

ASTM F2329

All other steel items

ASTM A123

until these shop drawings are approved. 9. 4.

contractor shall carefully measure the exact locations for field drilling the b" bolt holes in the vertical hangers and horizontal mounting member attached to the sign enclosure. rd960rh

5.

Insure that the field located holes center justify vertically the sign enclosure with the centerline of the truss.

10. All bolts shall have single self-locking nuts or, proprietary locking nut system, installed in accordance with the manufacturer’s recommendations. 11. Cost of the installation of the DMS sign enclosure on truss including the vertical hangers associated members and hardware shall be incidental in the cost of the sign structure.

Locate the sign laterally on the structure as shown in the plans.

12. Threaded couplings shall be located on sign side of column above the sign truss.

LAST REVISION

07/01/10

REVISIO N

12/30/2011

8: 47: 56 AM

6.

»¿All bolt hole diameters shall be equal to the bolt diameter plus ˘", prior to galvaniz

Before erection, after both the delivery of the DMS sign enclosure and the steel truss, the

DESCRIPTION:

INDEX



NO.

18300

SHEET NO.

4

Aluminum Zee

6061-T6 Structural Aluminum Zee 4x3.13x3.58 Horizontal Member

W6x9

Attached To The Internal Framework And Included With The DMS Sign ASTM A709, Gr.36 Steel W6x9 Hanger @ 5’ (Max.) Spacing

»¿2˘"

DMS Sign Enclosure

6" –

U-Bolts Back Face Of DMS Sign Enclosure

B

2-b" U-Bolts

Truss Chord

B 2-b" ASTM A325 U-Bolts Galv. With Matching Lock Nuts

Truss Chord

Truss Chord

»¿

»¿ Hole

A

A

b" Bolts

Dia. +b "

See Truss Data Sheet

»¿

3


Z Beam s Equally Spaced

SECTION A-A

»¿ Truss

C »¿ Hole b" U-Bolts

»¿ Hole

»¿ Hole

b" Bolts

b" U-Bolts

C

8: 47: 56 AM

rd960rh

6" –

SECTION B-B

SECTION C-C

Field Drill Holes And Provide 2-‰" ASTM A325 Bolts Galvanized With Matching Lock Nuts

LAST REVISION

07/01/10

REVISIO N

12/30/2011

END VIEW

DESCRIPTION:

INDEX



NO.

18300

SHEET NO.

5

b" ETP Alloy 110 Copper Air Terminal (Class II)

b" ETP Alloy 110 Copper

Surface Base Of 8 Square-Inch

Air Terminal (Class II)

Minimum Contact Area

Surface Base Of 8 Square-Inch

2’ 4’

4’

2’

2’

Minimum Contact Area

20’ MAX

See Detail A

See Detail A

See Detail A See Detail B

See Detail B (typ.)

#2 AWG Tin-Plated Bare

#2 AWG Tin-Plated Bare

Solid Copper Ground Wire.

Solid Copper Ground Wire.

Bond To All Air Terminals And

Bond To All Air Terminals And

Ground Rod With Exothermic Weld

Ground Rod With Exothermic Weld

CANTILEVER DMS


SPAN DMS

GENERAL NOTES: 1.

All grounding materials shall meet the requirements of Section A620 of the current Minimum Specifications For Traffic Control Signal Devices (MSTCSD), except as noted.

2.

Exothermically weld all connections to ground rods.

3.

The contractor may, upon approval of the Engineer, install a 30-foot sectional ground rod for instances when conditions will not allow for the installation of the 3 auxiliary ground rods.

4.

Install marker tape directly above all grounding electrodes and conductors.

5.

Copper flat surfaces shall be bolted, welded, or brazed securely to framework to

rd960rh

maintain electrical continuity.

DETAIL B

All air terminals must meet UL-96A.

7.

Grounding system shall be placed within right of way.

8.

See Sheet 7 for ground rod placement detail.

9.

Lightning protection shall conform to NFPA 780. Spacing between air terminals shall not exceed 20 feet.

LAST REVISION

07/01/10

REVISIO N

12/30/2011

8: 47: 57 AM

DETAIL A

6.

DESCRIPTION:

INDEX



NO.

18300

SHEET NO.

6

20’ Radius Each "Sphere Of Influence" 2’ Min. 40’

4’

(Typical)

Min.

Ground Rod D Ground Rod A Sign Structure Foundation Ground Rod C Dynamic Message

Shoulder

Travel Lane

Travel Lane

Sign (DMS)

Per Clear Zone Requirements Ground Rod B

#2 AWG Tin-Plated Bare Solid Copper Ground Wire. Bond To All Air Terminals And Ground Rod With Exothermic Weld.

Catwalk

GROUND ROD PLACEMENT DETAIL (TYPICAL)

#2 AWG Tin-Plated Bare Solid Copper Wire Continuous To Air Terminal

DMS Cabinet #2 AWG Tin-Plated Bare Copper Wire To Ground Rods B, C AND D As Required

Ground Mounted Cabinet

#6 AWG Tin-Plated Hand Hole

Bare Copper Wire To Electrical Service


Ground

INSET ’A’

Transition Conduit Outside Foundation Finished Grade See Inset A Finished Grade 6" Min.

Exothermic Weld

See Sheet 3 for Conduit Uses

To Ground Rod C

and Sizes

To Electrical Service

To Ground Rod D

rd960rh

2" PVC Grounding Conduits

Main Ground Rod To Be Placed Tin-Plated Bare Solid Copper

#6 AWG Tin-Plated Bare Solid Copper

Immediately Adjacent To Pole

Ground Wire In Structure

Wire To Ground Rods B, C And D

Grounding Conduit (2" PVC)

8: 47: 57 AM

As Required

See Note 3

»¿˘" Diameter By 20’

On Sheet 6

Copper-Clad Steel Ground Rods Ground Rod B


#6 AWG Tin-Plated Bare Solid Copper 12"

Wire To Electrical Service Ground

Min.

12/30/2011

36" 40’

Max.

LAST REVISION

01/01/12

REVISIO N

Min.

DESCRIPTION:

INDEX



NO.

18300

SHEET NO.

7

DMS Enclosure

Lighting

AC

SPD

Service

Power

Entry

Distribution, Breakers, and SPD

UPS

Equipment Cabinet

SPD

GFI

Field Tech Computer

Electrical

Convenience

(Temporary Service

Breaker

Outlets

Connection)

Convenience Equipment

Outlets

UPS

Power With SPD

See Note 6

See Note 4 SPD Sign

SPD

Controller OR

OR SPD

Managed Field Ethernet Switch

LAN / WAN

See Note 1

SPD

Voltage, Opto,


Temp., Air Flow, Sign Controller

Humidity And

Interface

Filter Sensors

Climate &

Display

Temperature

Modules

Control

See Note 3

Field Tech Computer (Temporary Service

rd960rh

Connection)

Dial-up Telephone and Modem (optional)

GENERAL NOTES:

LEGEND Data

8: 47: 58 AM

1.

Provide single ethernet connection from the managed field ethernet switch Ethernet

to either the sign controller interface in cabinet or sign controller in sign

12/30/2011

enclosure. 2.

Locate cabinet as shown in plans.

3.

Serial data link is for communications directly to the DMS controller.

4.

Cabinet must include at least one breaker to control all cabinet power.

5.

AC service entrance may be located in cabinet or sign housing.

6.

UPS equipment location may vary. Diagram indicates functional

Power SPD

Surge Protection Device

requirements that uninterrupted power must be available in cabinet and sign housing.

LAST REVISION

07/01/10

REVISIO N

SIGN AND CABINET WIRING DIAGRAM DESCRIPTION:

INDEX



NO.

18300

SHEET NO.

8

Lifting Eyes Vents

Dual Fans Sunshields (All Sides But Pole Side) (As Required)

3. 5"

Reserved For Ventilation

19" EIA Rack With Tapped 10-32 Threaded Holes Light/Shelf

Switch

Managed Field Ethernet


Switch

Switch

FO Patch Panel

Document Drawer/Shelf

Document Drawer/Shelf 5. 5"

Generator Power Connection

FO Patch Panel

Document Drawer/Shelf 1. 75"

FO Patch Panel

3. 5"


Sign Controller

46" ( Typ. )

Sign Controller

3. 5"

Sign Controller

Light/Shelf

3. 5"

1. 75"

Light/Shelf

Generator Power Connection

GFI Protected Convenience Outlet

SPDs Data Data

12"

Main Circuit Breaker

Ethernet

For Portable Tools

Secondary


Circuit Breakers

SPD Protected

Power Distribution Assembly

Outlets For

Service Entrance, Breakers, Primary AC Filter, Terminal

Communications

19.75" (Typ.)

Hardware

Blocks, Ground Bussbar Terminal Strips 24" (Typ.)

LEFT SIDE VIEW

22" (Typ.)

2-2" Rigid Metal Conduits

RIGHT SIDE VIEW

FRONT VIEW POLE MOUNTED DMS CABINET

rd960rh

GENERAL NOTES:

1. Cabinet layout is for pole or ground mounted installations.

5. Either an access controller or local access panel shall be provided to provide full access to DMS sign for control, programming and

2. All dimensions and equipment locations are approximate.

8: 47: 59 AM

3. Conduit entrances are at bottom of cabinet.

troubleshooting. 6. Load center shall be sized for connected equipment and convenience outlets with at least one main disconnect and three circuit breakers.

4. Minimum number of duplex outlets is three, (2) SPD protected and (1) GFI protected.

7. Batteries and UPS may be located in sign housing or cabinet. 8. Power Distribution Assembly component layout, orientation and location

12/30/2011

may vary.

LAST REVISION

07/01/10

REVISIO N

CABINET LAYOUT 1 DESCRIPTION:

INDEX



NO.

18300

SHEET NO.

9

2. 6"

2. 6"

Vents

Dual Fans

Light/Shelf

Light/Shelf

Reserved for Ventilation

Light/Shelf

Sign Controller

Managed Field

Sign Controller

Ethernet Switch Managed Field Ethernet Switch

FO Patch Panel Document

Document

Drawer/Shelf

Drawer/Shelf

Power Distribution

52. 85" ( Typ. )

Power Distribution

UPS UPS

Batteries

7" +/-

62" ( Typ. )

FO Patch Panel

Batteries

(varies)

(varies) SPD Protected

See Note 8.

See Note 8.

Outlets For

Batteries (varies) See Note 8.

Communications

For Portable Tools

120 VAC SPD

Data Data

10" +/-

Convenience Outlet

Ethernet

GFI Protected

Bus Bars

Power SPD

SPDs

5.5"

1. 67"


Term inal Strips

Hardware

Load Center

19.75"

32.5" (Typ.) 24" (Typ.)

30" (Typ.)

19" EIA Rack With Tapped rd960rh

10-32 Threaded Holes

FRONT VIEW GROUND MOUNTED DMS CABINET

RIGHT SIDE VIEW

12/30/2011

8: 47: 59 AM

LEFT SIDE VIEW

LAST REVISION

07/01/10

REVISIO N

CABINET LAYOUT 2 DESCRIPTION:

INDEX



SHEET

NO.

NO.

18300

10