Intelligent Transportation Systems

See Note 2
24'
12'
12'
24'
Travel Lane
Travel Lane
12'
Existing Grade
12'
4' Min.
Cabinet
Shoulder
Travel Lane
Cabinet
Travel Lane
Guardrail
TYPE A
TYPE B
8:
38:
41 AM
�
�
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
5/20/2014
drilled shaft if drilled shaft is more than 4" above adjacent grade.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CCTV POLE PLACEMENT
NO.
18100
SHEET
NO.
1of 1
Dome Type CCTV Camera
Dome Type CCTV Camera
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
For Grounding (See Index 18102)
Concrete
8:
40:
25 AM
Concrete
For Grounding (See Index 18102)
CONCRETE POLE
LAST
REVISION
07/01/13
REVISIO N
5/20/2014
STEEL POLE
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
TYPICAL CCTV SITE
NO.
18101
SHEET
NO.
1of 1
1
2"
1
2"
ETP Alloy 110 Copper
Air Terminal (Class II)
UL-96A Listed
2' Min
ETP Alloy 110 Copper
Air Terminal (Class II)
UL-96A Listed
2' Min
Bond #2 AWG Tin-Plated Bare Solid
Bond #2 AWG Tin-Plated Bare Solid
Copper Ground Wire To The Air
Copper Ground Wire To The Air Terminal.
Terminal. A Steel Pole May Be Used
As A Grounding Conductor If It Has
Bond #6 AWG Tin-Plated
Bond #6 AWG Tin-Plated
Sufficient Cross-Sectional Area To
Bare Solid Copper Wire To
Bare Solid Copper Wire To
Equal The Conductivity Of Main
Camera Support Base As
Camera Support Base As
Lightning Conductors Per NFPA 780
Required.
Required.
And A Minimum Wall Thickness
Of 316" Or Greater.
#2 Wire May Be Routed Internally
Or Externally According To Project
Requirements
#2 AWG Tin-Plated Bare
Dome Type
For Concrete Poles That Do Not Have
Dome Type
Solid Copper Wire.
CCTV Camera
Embedded Ground Wire, Install #2 AWG
CCTV Camera
Tin-Plated Bare Solid Copper Wire. Clamp
To Concrete Pole @ 3' Intervals. Bond To
Air Terminal And Ground Rod With
Exothermic Welds.
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.
Pole Mounted Cabinet
Pole Mounted Cabinet
Wire Screen
8" MAX.
Finished Grade
Ground Rod A
2" MIN.
Primary Ground
8" MAX.
Rod Assembly
Ground Rod B
(See Inset A)
As Required
Ground Rod A
Primary Ground
Finished Grade
18" M in.
2" MIN.
Conduit for Grounding Conductors
Pull Box
11:
54:
21 AM
12" Min.
36" Max.
#2 AWG To Ground Rod C As Required
#2 AWG To Ground Rod C As Required
#2 AWG To Ground Rod D As Required
#2 AWG To Ground Rod D As Required
5
8"
Diameter By 20' Long
Concrete
12" Min.
36" Max.
6/5/2014
REVISIO N
07/01/14
5
8"
Diameter By 20' Long
Copper-Clad Steel Ground Rods
Copper-Clad Steel Ground Rods
Driven Into Undisturbed Earth
Driven Into Undisturbed Earth
40' Typ.
STEEL CCTV POLE
LAST
As Required
Exothermic Weld
40' Typ.
REVISION
Ground Rod B
(See Inset A)
Pull Box
Exothermic Weld
Concrete
Rod Assembly
18" M in.
Conduit for Grounding Conductors
CONCRETE CCTV POLE
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
GROUNDING AND LIGHTNING PROTECTION
NO.
18102
SHEET
NO.
1of 4
1/2" ETP Alloy 110 Copper
2' Min
Air Terminal (Class II)
AIR TERMINAL PLACEMENT
(Lowering Device Pole)
ƀ" ETP Alloy 110 Copper
Air Terminal (Class II)
ƀ" ETP Alloy 110 Copper
Surface Base Of 8 Square-Inch
Air Terminal (Class II)
Minimum Contact Area
Surface Base Of 8 Square-Inch
Per NFPA 780-4.16.3
Minimum Contact Area
Per NFPA 780-4.16.3
2' Min
2' Min
2' Min
4' Min
#2 AWG Tin-Plated Bare
Solid Copper Ground Wire.
Bond To Air Terminal
#2 AWG Tin-Plated Bare Solid
11:
54:
21 AM
Copper Ground Wire. Bond To Air Terminals
AIR TERMINAL PLACEMENT
(Cantilever DMS)
LAST
REVISION
07/01/14
REVISIO N
6/5/2014
AIR TERMINAL PLACEMENT
(Span DMS)
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
GROUNDING AND LIGHTNING PROTECTION
NO.
18102
SHEET
NO.
2 of 4
"Sphere Of Influence: 120 Degree"
Ground Rod C
"Modified Sphere Of Influence: 90 Degree"
#2 AWG
Ground Rod C
#2 AWG
Primary Ground Rod A
Primary Ground Rod A
Ground Rod B
Ground Rod D
Ground Rod D
Ground Rod B
Foundation: CCTV or DMS Pole
Foundation: CCTV or DMS Pole
GROUND ROD ARRAY PLACEMENT
(Typical)
20' RODS, 40' SPACING
GROUND ROD ARRAY PLACEMENT
(Typical Modified)
20' RODS, 40' SPACING
#2 AWG Tin-Plated
Bare Solid Copper
Wire Continuous To
Air Terminal
#2 AWG Tin-Plated
Bare Solid Copper
Wire To Ground
Rods B, C And D As
Required (Connections
May Be Combined)
#2 AWG Tin-Plated
Bare Solid Copper
Wire To Pole Mounted
Or Ground Mounted
Cabinet
LAST
REVISION
07/01/14
REVISIO N
6/5/2014
11:
54:
22 AM
INSET "A"
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
GROUNDING AND LIGHTNING PROTECTION
NO.
18102
SHEET
NO.
3 of 4
"Sphere Of Influence: With Ground Ring"
Ground Rod D
#2 AWG (Typical)
Primary Ground Rod A
Foundation: Communication Tower
Communication Tower
#2 AWG 12" Min./36" Max. From Foundation
Ground Rod B
Ground Rod C
Ground Rod F
Ground Rod E
GROUND ROD ARRAY PLACEMENT
(Communication Tower)
20' RODS, 40' SPACING
Tower Leg
Grounding Conductors
Ground Rod A
Ground Rod B
Primary Ground
2" MIN.
Ground Rod D
Rod Assembly
8" MAX.
(See Inset A)
18" M in.
Ground Rod E
Pull Box
Exothermic Weld
Exothermic Weld
#2 AWG
#2 AWG
#2 AWG
#2 AWG
To Ground Rod E
To Ground Rod A
To Ground Rod B
To Ground Rod D
#2 AWG
To Ground Rods C+F
Pull Box
5
8"
#2 AWG
To Ground Rods C+F
12" Min.
12" Min.
36" Max.
36" Max.
5
8"
Diameter By 20' Long
Diameter By 20' Long
Copper-Clad Steel Ground Rods
Structure Or Device
Copper-Clad Steel Ground Rods
Driven Into Undisturbed Earth
Requiring Grounding
Driven Into Undisturbed Earth
11:
54:
22 AM
Grounding
Conductors
40' Typ.
GROUND ROD ARRAY PROFILE
(Communication Tower)
LAST
REVISION
07/01/14
REVISIO N
6/5/2014
COMMUNICATION TOWER
40' Typ.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
GROUNDING AND LIGHTNING PROTECTION
NO.
18102
SHEET
NO.
4 of 4
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
1
RU
3
RU
1
RU
1
RU
2
RU
134" 134"
1
Full Width And Depth
RU
Area To Remain Clear For
1
Sliding Drawer
312"
Cabinet Front
CCTV Interface Panel
3
4"
Preterminated Fiber Optic Patch Panel
1
Full Width And Depth
3
4"
Area To Remain Clear For
1
And Terminal Server
RU
134" 134"
Ethernet Switch, Video Encoder
Full Width And Depth
5
Shelf
1
4"
Area To Remain Clear For
RU
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:
41:
07 AM
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
side next to the pole when pole mounted.
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
5/20/2014
6.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
TYPICAL CCTV CABINET EQUIPMENT LAYOUT
NO.
18104
SHEET
NO.
1of 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 100/1000 Base FX
Ethernet
Ethernet Switch
10/100 Base TX/RX
Video Encoder
Single Mode Fiber Optic
Maintenance
Cabinet
Access
RS-232/422/485
CCTV Camera
Serial Data
TVSS
Terminal Server
May Be One
Maintenance
Local Management Port
Access
RS-232
Or More Devices
8:
41:
36 AM
LEGEND
Data
Ethernet
Power
TVSS
Transient Voltage
LAST
REVISION
07/01/07
REVISIO N
5/20/2014
Surge Suppressor
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CCTV BLOCK DIAGRAM
NO.
18105
SHEET
NO.
1of 1
CCTV Cabinet
2" PVC Conduit For Routing
Cabling To Camera Between
Cabinet And Pole
1
2"
Fiber Optic Communications
Fiber Optic Pull Box
PVC Grounding Conduit
#4 AWG Ground Wire
Conduits (As Shown On Plans)
To Power
Service Assembly
Fiber Optic
Power Conduit
Communications
Conduits (As Shown
On Plans)
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
LAST
REVISION
07/01/13
REVISIO N
waterproof duct plugs and seals.
5/20/2014
8:
42:
01 AM
devices.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
GROUND MOUNTED CCTV CABINET
NO.
18107
SHEET
NO.
1of 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
RGS
1
2"
Power
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.
8:
42:
47 AM
Power Service Assembly
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
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.
5/20/2014
7. Pole mounted cabinets shall be mounted with hinges next to the pole.
LAST
REVISION
07/01/07
REVISIO N
DETAIL A
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
POLE MOUNTED CCTV CABINET
NO.
18108
SHEET
NO.
1of 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
proper, safe operation of the system. Before erecting the first pole the contractor must contact the lowering device
supplier and schedule a manufacturer's representative to be on-site.
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 112" Standard NPT Pipe Thread.
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 14" diameter PVC conduit.
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).
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
5/20/2014
8:
44:
00 AM
CAMERA LOWERING DEVICE DETAIL
4.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CAMERA MOUNTING DETAILS
NO.
18110
SHEET
NO.
1of 2
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
Not To Scale
Pole Plate With Stainless Steel Band
(Or Method Approved By Engineer)
Varies (2' Max.)
1
2"
6
Dia.
Verify the pole type, the dimensions of the pole at the point of
M
1.
a
x
.)
D
ia
.
GENERAL NOTES:
(3
0
"
installation of the camera mount, and angle with respect to the
2.
V
a
r
ie
s
roadway before manufacturing camera mount assembly.
Design camera mounting arm and connection to the pole according to
FDOT Structures Manual (current edition).
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
The Contractor Shall Coordinate
Bracket Design And Flange Connection
With CCTV Camera Manufacturer For
Mounting The CCTV Camera Housing
8:
44:
01 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
5/20/2014
pole details.
CAMERA MOUNTING WITH FIXED BRACKET
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CAMERA MOUNTING DETAILS
NO.
18110
SHEET
NO.
2 of 2
FOUNDATION NOTES:
1.
Concrete: Class IV (Drilled Shaft) with a minimum 4,000 psi
INSTALLATION NOTES:
POLE NOTES:
1.
1.
Cable Supports: Electrical Cable Guides and Eyebolts.
a. Locate top and bottom cable guides within the pole
classifications.
aligned with each other.
2.
Reinforcing Steel: ASTM A615 Grade 60.
3.
Anchor Bolts: ASTM F1554 Grade 55 with ASTM A563 Grade
A heavy-hex nuts and plate washers. ASTM F2329
2.
Pole shaft may be either One or Two sections (with telescopic field splice).
b. Position one cable guide 2" below the handhole.
3.
Use only circumferential welds at base.
c. Position other cable guide 1" directly below the top of
4.
Up to two longitudinal seam welds are permitted.
5.
Longitudinal seam welds within 6" of circumferential welds shall be complete
the tenon.
galvanization.
4.
d. Position Park Stands 2" below the top of the handhole.
Install Anchor Bolts in accordance with Section 649-5 of the
penetration welds. Longitudinal seam welds on female section of telescopic field
splices shall be complete penetration welds for the splice length plus six inches.
Specifications.
2.
5.
Lowering Device Installation Notes:
All other areas, size the partial penetration welds to at least 60% of the pole
tube thickness.
Foundation applies to slopes 1:4 or flatter.
a.
6.
The pole shaft shall be round or 16 sided or more with a constant taper of 0.14
inches per foot.
compressive strength at 28 days for all environment
Place the lowering cable that moves within the pole
in an interior conduit to prevent it from tangling or
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.
b.
6.
Perform all welding in accordance with the American Welding Society Structural
interfering with any electrical wire that is in the
Welding Code (Steel) ANSI/AWS D1.1 (current edition). For additional welding
pole. Ensure that any electrical wire within the pole
requirements see AASHTO Standard Specifications for Structural Supports for
is routed securely and free from slack.
Highway Signs, Luminaires and Traffic Signals, Section 5.15, Welded Connections.
Mount lowering arm perpendicular to the roadway or
7.
as shown in the plans. Position CCTV pole so that the
Identification tag:
Furnish each pole with a 2"x4" (max.) aluminum identification tag, secured to pole
camera can be safely lowered without requiring lane
with stainless steel screws.
closures.
Locate inside pole and visible from handhole.
Provide Financial Project ID, pole height, manufacturer's name, yield strength (Fy
c.
Coordinate all lowering device hardware requirements
of steel) and pole base wall thickness.
(including Tenon, Tenon mounting plates, parking
stands, etc.) with lowering device manufacturer.
8.
Except for Anchor Bolts, all bolt hole diameters shall be equal to the bolt
diameter plus 1/16", prior to galvanizing. Hole diameters for anchor bolts shall
3.
Pole Installation Notes:
a.
Install pole plumb.
b.
The pole shall not be erected until the foundation
not exceed the bolt diameter plus 1/2".
9.
This Design Standard is considered fully detailed and no shop drawings are
necessary. Submit Shop Drawings for minor modifications not detailed in the
plans.
concrete has achieved 70% of the minimum specified
28 day compressive strength.
4.
Refer to Index No. 18108 for conduit and cabinet
10. Pole Material Specifications:
a.
mounting details.
Pole:
ASTM A1011 Grade 50, 55, 60 or 65 (less than 1/4") or
ASTM A572 Grade 50, 60 or 65 (greater than or equal to 1/4") or
ASTM A595 Grade A (55 ksi yield) or Grade B (60 ksi yield).
b.
Steel Plates and Pole Cap: ASTM A36 or ASTM A709 Grade 50.
c.
Weld Metal: E70XX.
d.
Bolts: ASTM A325, Type 1.
Nuts: ASTM A563.
Washers: ASTM F-436.
e.
Handhole frame: ASTM A709 Grade 36 or ASTM A36.
f.
Handhole cover: ASTM A1011 Grade 50, 55, 60 or 65.
g.
Stainless steel screws: AISI Type 316.
h.
Galvanization:
Nuts, bolts and washers: ASTM F2329.
All other steel: ASTM A123.
11. Additional wire access holes not shown in this Design Standard shall not exceed
1½" in diameter.
12. Verify CSL access tubes will not interfere with anchor bolt installation before
8:
45:
55 AM
excavating the shaft. When CSL access tube locations conflict with anchor bolt
locations, move the CSL access tube location ± two inches along the inner
circumference of the reinforcing cage. Notify the Engineer before excavating the
shaft if the CSL access tube locations cannot be moved out of conflict with
5/20/2014
anchor bolt locations.
LAST
REVISION
07/01/13
REVISIO N
GENERAL NOTES
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
STEEL CCTV POLE
NO.
18111
SHEET
NO.
1of 4
Pole
Pole
Camera With Lowering
Interior
Camera With Fixed
Device
Mounting Bracket
Conduit
Handhole
Handhole
SHAFT DESIGN TABLE
ORIENTATION VIEW
ORIENTATION VIEW
Air Terminal
(See Index 18102)
Air Terminal
(See Index 18102)
Coordinate
Coordinate
Mounting Method
Mounting Method
Pole Overall
Shaft
Height (ft)
Diameter
50
4'-0"
10'-0"
(12)#11
55
4'-0"
10'-6"
(12)#11
60
4'-6"
11'-0"
(16)#11
65
4'-6"
12'-0"
(16)#11
70
5'-0"
12'-6"
(18)#11
Shaft Length
Longitudinal
Reinforcement
Pole Cap Plate
Pole Tenon
Pole Top Plate
5½" Minimum
Inside Diameter
2'
Of Pole Raceway
For Camera
Mounting Details
See Index 18110
For Camera Mounting
Details
Diameter Of
Handhole Shall Be 90°
From The Lowering
Arm And Away From
Approaching Traffic
¡ Of Handhole
Top Of
Drilled
Overall H eight
7" x 27" ± 12"
2'
-9"
Length Section 2
Overall H eight
Splice Length
Pole Raceway
2" Hole With
Nipple Grommet
BASE PLATE AND ANCHOR BOLT DESIGN TABLE
Pole Overall
Base Plate Base Plate
Anchor
Anchor
No.Bolts
Bolt
Anchor Bolt
Minimum
Thickness
Bolt Circle
(in.)
(in.)
(in.)
27
2.5
22
6
1.25
31
8.5
55
28
2.5
23
6
1.25
33
8.5
60
33
2.5
27
6
1.5
34
9.5
65
35
2.5
29
6
1.5
35
9.5
70
40
2.5
33
6
1.75
38
10.5
Diameter
(in.)
Embedment
Anchor Bolt
Diameter
Height (ft)
(in.)
Projection
(in.)
7" x 27" ± 12"
50
Handhole Shall Be 90°
From The Lowering
Arm And Away From
Approaching Traffic
¡ Of Handhole
2'
-9"
Inside
Length Section 2
5½" Minimum
See Index 18110
Splice Length
Length Section 1
Length Section 1
Pole Top Plate
Top Of
Shaft
Drilled Shaft
Finish
Finish Grade
Grade
POLE DESIGN TABLE*
Section 1(Top)
Pole Overall
Height (ft)
Wall
Length
Thickness
Tip Dia.(in.)
(in.)
---
---
Base Dia.
(in.)
Wall
Length
Thickness
Tip Dia.(in.)
(in.)
---
---
50'-0"
0.25
10
Joint
Base Dia.
(in.)
17
Minimum
Splice
Length (in)
---
50
ELEVATION
WITHOUT LOWERING DEVICE
8:
45:
56 AM
ELEVATION
WITH LOWERING DEVICE
Section 2 (Bottom)
24'-0"
0.25
10.5
13.875
28'-3"
0.25
13.031
17
21
55
30'-0"
0.25
10.781
15
27'-6"
0.3125
14.125
18
24
60
35'-0"
0.25
13.094
18
27'-9"
0.3125
17.094
21
27
65
34'-0"
0.25
14.406
19.188
34'-0"
0.3125
18.219
23
30
70
33'-3"
0.25
16.719
21.375
40'-0"
0.3125
20.375
26
33
5/20/2014
* Diameter Measured Flat to Flat
LAST
REVISION
07/01/13
REVISIO N
POLE DESIGN TABLES
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
STEEL CCTV POLE
NO.
18111
SHEET
NO.
2 of 4
Pole Base Diameter
Shaft Diameter
2 X Anchor Bolt Diameter
1"
a
p(
2"L
Mi
n
2'
.
)
Anchor Bolt Circle
Edge of Base Plate
C
See Joint Weld Detail
1" Min.
Handhole Ring
Anchor Bolts Equally
Spaced (See Table)
Base Plate And Pole
6"
4"
Silicone Caulk
Double Nuts, Top Nut may
be half height 'Jam' Nut.
C
Center of Drilled Shaft,
3"X Ɓ" Backing Ring
3
8"
B
Plate Washer
B
¼"
CSL Tube (Typ.)
Base Plate
Longitudinal
Thickness
Reinforcement Eq.
Base Plate
Opening
Spaced (See Table
#5 Tie Bars
6
"
C
(T o
y ve
p
.) r
For Reinforcement)
(1) Bolt Diameter
Anchor Bolt Circle
(Max.)
Base Plate Diameter
SECTION A-A
Center of
Drilled Shaft
FOUNDATION PLAN
Leveling Nut
(Anchor Bolts and Conduits Not Shown)
Base Plate Diameter
D
1"
D
Shaft Diameter
Projection
M in. Anchor Bolt
Anchor Bolt
Drilled Shaft
Anchor Bolts
1" x 1"
Chamfer
Silicone Caulk
See Section 2 (Bottom)
(Wall Thk. +Ɗ")
Ɓ"
x Wall Thk.
45°
3" x Ɓ" Backing Ring
A
1" Min.
Pole
Wall Thk. +Ɗ"
1'
-7½ "
Wire Screen
Ɓ"
Shaft Length
A
6 Sp. @
on Pole Design Table
for Wall Thk.
4" Cover (
Top)
Pole
4"
1'
-0"
2'
-3"
Cover Plate
M in.
Handhole Ring
5"
SECTION C-C
Base Plate
Opening
See Spec. 649-6
JOINT WELD DETAIL
Tip Diameter or Base Diameter
Sp. @
Measured Flat to Flat
1'
-6" (
M ax.
)
M in.
1'
-0"
Em bedm ent
Anchor Bolt
Finish Grade
Center of Pole
Typ. (See Pole Notes)
Wall
0.6 x Wall
Thickness
Drilled Shaft
7"
measure center
Min. Break Radius
to flat
= 0.25 x (Inside
Radius)
5/20/2014
BASE PLATE AND ANCHORAGE ELEVATION
# 5 Ties
8:
45:
57 AM
Inside Radius
Break Radius Typical
Spacing
1"
Thickness
Double Nuts (Typ.)
6" Cover (Typ.)
SECTION B-B
SECTION D-D
(Conduits and CSL Tubes Not Shown)
(Conduits, Reinforcement, and CSL Tubes Not Shown)
(16-Sided Pole Shown, 18-Sided and Round Pole Similar)
LAST
REVISION
07/01/13
REVISIO N
BASE PLATE AND FOUNDATION DETAILS
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
STEEL CCTV POLE
NO.
18111
SHEET
NO.
3 of 4
� Pole
(8) ƍ" Ø Holes
4"
Equally Spaced
1" Plate
Pole Wall
1"
Handhole Frame
(12) ƍ" x 3" Slots
Tenon Wall
Provide Cover Plate
Cable Guide For Wire
Working Park Stand
Steel Chain Mounted
Partial Penetration Weld
½"
F
Tie Off
or Hinge Mounted
With Pad Lock Tab
ƅ" Tenon Plate
2"
1
4"
Stainless Steel Hex
Head Screws, Typ.
(2) Park Stands
(Inside Shaft Wall)
F
1"
Handhole Cover
7" x 27" ± 12" Ensure Handhole Is
Tack Welded
Designed For Use With The Portable
Cover Clip Typ.
Plate 316" Thick
Tip Dia.
6"
Lowering Tools That Are Used To
+ ƃ"
Operate The Lowering Device System
Identification Tag (See Pole Notes)
2"
1
2"
SECTION F-F
Ø Drill & Tap Hole In Handhole
1'-5"
1'-5"
1'-7"
1'-7"
POLE
TOP PLATE DETAIL
SECTION E-E
6"
Rim. Supplied With 12" Ø x 3" Bolt
(2) Cable Guides For Wire Tie Off
1
2"
Nut Holder With Fastener
At 180° From Handhole
(Interior of Pole)
3
4"
1
1'-7"
HANDHOLE DETAIL
Cable Guide
Ɓ" X 3"W X 1ƀ"H Plate
1'-5"
E
1" Inner Ø
Ƅ" Ø Eye Bolt
Pole Wall
2"
ƈ"
Ƅ" Ø Rod with
1"
Typical
E
Pole Wall
with 1" Inner Ø
1
4"
ƅ" Ø Hole
allow 1ƃ" legs,
similar to Cable
Guide Detail
5
Wall Thickness
5
8"
1
6" O.D. x Ɓ" Wall x 12" (Min.)
Wall Thickness
1" Ø Hole
714"
Bend rod to
Long Tenon
ƅ" Thick Tenon Plate
Min.
with 5ƀ" Ø Center Hole
ROD OPTION
EYE BOLT OPTION
ƈ"
(4) ƍ" Ø Holes
1
2"
PARK STAND DETAIL
ƈ"
(4) Ƃ" x 3Ɓ" Bolt With
Typical
Hex Nut, (1) Washer,
ƀ" Plate
ƈ"
Ɓ"
and (1) Lock Washer
Ƅ" Ø Rod with
Pole Top Plate
1" Inner Ø
POLE CAP PLATE
118"
8:
45:
58 AM
Pole (or Tenon) Wall
(POLE WITHOUT LOWERING DEVICE)
POLE TENON ASSEMBLY DETAIL
(POLE WITH LOWERING DEVICE)
5/20/2014
2516"
Note:
Install all handhole and opening covers prior to shipping.
For Poles with
Lowering Device, install Pole Cap Plate when Tenon Assembly is not installed.
CABLE GUIDE DETAIL
LAST
REVISION
07/01/13
REVISIO N
POLE DETAILS
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
STEEL CCTV POLE
NO.
18111
SHEET
NO.
4 of 4
LOWERING DEVICE INSTALLATION NOTES:
POLE NOTES:
1.
1.
Place the lowering cable that moves within the pole in an
Pole Material Specifications:
6.
interior conduit to prevent it from tangling or interfering with
Provided a Class 3 surface finish in accordance with Specification
Section 400.
any electrical wire that is in the pole. Ensure that any
a.
electrical wire within the pole is routed securely and free
Pole: Use Class VI Concrete with 6 ksi minimum strength at
transfer.
7.
Provide a 1" minimum cover.
b.
Prestressing Strands: ASTM A416 Grade 270 low relaxation.
8.
Provide handhole and coupler cover plates made of non-corrosive
c.
Reinforcing Steel: ASTM A615 Grade 60.
d.
Spiral Reinforcing: ASTM A1064 Cold-Drawn.
from slack.
2.
Mount lowering arm perpendicular to the roadway or as shown
materials. Attach cover plates to poles using lead anchors or threaded
in the plans. Position CCTV pole so that the camera can be
inserts embedded in the poles in conjunction with round headed chrome
safely lowered without requiring lane closures.
3.
plated screws.
Coordinate all lowering device hardware requirements
9.
(including Tenon, Tenon mounting plates, parking stand, etc.)
e.
with lowering device manufacturer.
Provide Identification Markings on the poles where indicated on the
Bolts: ASTM F1554, Grade 55.
following sheets. Include the following information using inset numerals
Nuts: ASTM A563, Grade A Heavy Hex.
with 1" height or as approved in the Producers' Quality Control Program:
Washers: ASTM F436.
Financial Project ID
Pole Manufacturer
f.
Steel plates and Pole Cap: ASTM A36 or ASTM A709 Grade 50.
g.
Galvanization:
Bolts, nuts and washers: ASTM F2329
Pole Length
10.
Install pole plumb.
11.
Tie ground wires to the interior of reinforcing steel as necessary to
All other steel: ASTM A123
2.
The pole shall be round or 12-sided.
prevent displacement during concreting operations.
3.
Cut the tip end of the prestressed strand first or simultaneously with
12.
the butt end.
This Design Standard is considered fully detailed and no shop drawings
are necessary. Submit Shop Drawings for minor modifications not
detailed in the plans.
4.
For spiral reinforcing, one turn is required for spiral splices and two
turns are required at the top and bottom of poles.
5.
13.
Storage, Handling and Erection locations shown may vary within ± 3".
For Reinforcing Steel, lap splice to consist of a 3'-0" lap length at each
splice. No more than two opposing rebar to be spliced at the same
Stagger lap splices as needed.
5/30/2014
1:
10:
28 PM
cross section.
LAST
REVISION
07/01/14
REVISIO N
GENERAL NOTES
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CONCRETE CCTV POLE
NO.
18113
SHEET
NO.
1of 4
Conduit Entry Hole
C
Air Terminal (See Index 18102)
Air Terminal (See Index 18102)
Coordinate Mounting Method
Coordinate Mounting Method
Pole Tenon
Removable Cap Plate
1" Lifting Hole
2" Couplings
A
1" Lifting Hole
2" Coupling For Pole
B
Without Lowering Device
2'
-0"
Camera Plane
Camera (See Index 18110
For Mounting Details)
d
ol
M
Camera (See Index 18110 For Mounting Details)
m
ea
S
Interior Conduit for
5½" Min. Inside Diameter
5½" Min. Inside Diameter of Pole Raceway
Pole w/ Lowering Device
of Pole Raceway
D
2" Coupling With Cap at 90° To Handhole Box To
Provide Cable Entry Point For Camera Cables
Conduit Entry Hole
Ground Lug
Handhole Box
Pole Identification Markings
1" Lifting Hole
POLE CONFIGURATION
TOP VIEW
1" Lifting Hole
12-SIDED POLE DESIGN TABLE*
Pole Identification Markings
Shall be 90° From the Lowering Arm
(2) 2" Couplings With Caps
at 90° To Handhole Box
Min.Wall
Pole
Burial
Total
Void
Thickness
Thickness
Tip
Butt
Strand
Strand
Length
Height
Depth
Taper**
Taper
Tip
Butt End
Diameter
Diameter
Pattern
Diameter***
(ft)
(ft)
(ft)
(in/ft)
(in/ft)
(in)
(in)
(in)
(in)
63
50
13
0.18
0.18
3
3
12
23.34
1
0.6"
69
55
14
0.18
0.18
3
3
12
24.42
1
0.6"
75
60
15
0.18
0.18
3
3
12
25.5
2
0.6"
80
65
15
0.18
0.18
3
3
12
26.4
2
0.6"
86
70
16
0.18
0.18
3
3
12
27.48
2
0.6"
Shall be 90° From the Lowering Arm
and Away From Approaching Traffic
2'
-0"
2'
-0"
and Away From Approaching Traffic
Handhole With Cover
6"
6"
Handhole With Cover
6'
-3" Typ.
6'
-3" Typ.
Pole Identification Markings
Min.Wall
Pole
(2) 2" Couplings With Caps
at 90° To Handhole Box
ROUND POLE DESIGN TABLE
Class NS Concrete
Class NS Concrete
Burial
Burial
Depth
Depth
Pole
Pole
Burial
Length
Height
Depth
(ft)
(ft)
(ft)
63
69
75
4'-0" Ø
1:
10:
28 PM
55
60
ELEVATION
WITHOUT LOWERING DEVICE
86
65
70
Min.Wall
Min.Wall
Total
Void
Thickness
Thickness
Tip
Butt
Strand
Strand
Taper**
Taper
Tip
Butt End
Diameter
Diameter
Pattern
Diameter***
(in/ft)
(in/ft)
(in)
(in)
(in)
(in)
Option 1
0.216
0.192
3
3.76
12.15
25.76
3
0.5"
Option 2
0.18
0.172
3
3.5
12.0
23.34
4
0.5"
13
Option 1
0.216
0.192
3
3.83
12.15
27.05
3
0.5"
Option 2
0.18
0.173
3
3.5
12.0
24.42
4
0.5"
14
Option 1
0.216
0.192
3
3.9
12.15
28.35
3
0.5"
Option 2
0.18
0.173
3
3.5
12.0
25.5
4
0.5"
15
4'-0" Ø
80
ELEVATION
WITH LOWERING DEVICE
50
Design Option
Option 1
0.216
0.192
3
3.96
12.15
29.43
3
0.5"
Option 2
0.18
0.174
3
3.5
12.0
26.4
4
0.5"
Option 1
0.216
0.192
3
4.03
12.15
30.73
3
0.5"
Option 2
0.18
0.174
3
3.5
13.0
28.48
4
0.5"
15
16
* Diameter Measured Flat to Flat
** Totaltaper applies to pole,strands,and reinforcing.
5/30/2014
*** For 12-Sided Pole and Round Pole Option 2 Stress prestressed strand to 70% of Ultimate before Transfer.
For Round Pole, Option 1 Stress Prestressed strand to 60% of Ultimate before Transfer.
LAST
REVISION
07/01/13
REVISIO N
POLE DESIGN TABLES
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CONCRETE CCTV POLE
NO.
18113
SHEET
NO.
2 of 4
1.25" Pitch
3" Pitch
1.25" Pitch
3'-0"
Varies
Burial Depth
#5 Gage Spiral
Reinforcing
¡
*
Spiral wire may be wrapped in two directions given that an equivalent
SPIRAL REINFORCING ELEVATION
(Strands, Holes, and Fixtures Not Shown)
area of spiral wire is provided to that shown in this standard and the
cover requirements are met.
Final Grade Location
4" x 12" Conduit Entry Holes
At 0° and 180° from Handhole
¡ Of Handhole
6"
½" Grd. Lug
Total Taper
1" Lifting Hole
4'-3"
1'-6"
9"
1" Lifting
A
1'-0" Plug
Hole
1ƀ" Ø
Drain Hole
Tip End (Top)
#2 AWG Stranded Ground Conductor
4ƀ" x 30" Handhole
A
½" Grd. Lug Grounded
Butt End
to Reinf. Cage
(Bottom)
2" Couplings With Cap
Burial Depth
Pole Height
0.30 L
0.53 L
0.17 L
Storage and
Handling
0.30 L
0.70 L
Erection
Pole Length (L)
STRAND LEGEND
POLE ELEVATION
(Strands and Reinforcing Not Shown)
∆
9°
-
Prestressed Strand
-
Dormant Strand 0.6 in.
-
(4) #5 Rebar (Shown) or
(6) #4 Rebar
Tip or Butt Diameter
Tip or Butt Diameter
Measured Flat to Flat
Measured Flat to Flat
� Void & Section
� Void & Section
� Void & Section
� Void & Section
36°
ss
ne
ck
i
h
e
T
l abl
al
W eT
e
S
ss
ne
ck
i
Th e
l abl
al
W eT
e
S
ss
ne
ck
i
Th e
l abl
al
W eT
e
S
18°
18°
Strands spaced
Strands spaced
1"
M
i
n
equally around pole
equally around pole
SECTION A-A
SECTION A-A
STRAND PATTERN 1
(12 - SIDED)
STRAND PATTERN 2
(12 - SIDED)
d
an
tr
1:
10:
29 PM
#5 Gage Spiral
Circular Void
#5 Gage Spiral
Co
ve
r
S
of
r
t
te
la
F
en
C
to
"
½
e
1
cl
ir
C
1"
M
i
n
1
½
Co
"
C
ve
i
rc Ce
r
l
e nte
r
to
F of
l
a
t Str
a
nd
Circular Void
St
r
a
n
da
n
d Re
b
a
rL
a
y
o
u
t
ess
n
k
c
hi
lT l
l
e
Wa Tab
e
Se
1"
Mi
n
1
½
"
1"
Mi
n
(
T
y
p
.a
r
o
u
n
dp
o
l
e
)
Co
v
er
Circular Void
1
½
"
Co
v
er
Circular Void
#5 Gage Spiral
Strand and Rebar
#5 Gage Spiral
spaced equally
around pole
SECTION A-A
STRAND PATTERN 3
(ROUND - OPTION 1)
SECTION A-A
STRAND PATTERN 4
(ROUND - OPTION 2)
Note:
Strands and Rebar shown are continuous from Tip End to Butt End.
LAST
REVISION
07/01/13
REVISIO N
5/30/2014
9°
Active and Dormant
Active and Dormant
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CONCRETE CCTV POLE
NO.
18113
SHEET
NO.
3 of 4
Tip Dia. - 2¾"
Tip Dia. - 2¾"
(± ¼")
(± ¼")
Tenon Wall
Bolt Circle
�
Bolt Circle
(8) ƅ" x 2" Slots Equally Spaced
(4) ƅ" Ø Holes Equally Spaced
ƅ" Tenon Plate
5
8"
2
¼" Cap Plate
1
2"
1
from ¡ bar to side surface
2"
of handhole (Typ. ea. side)
Ƅ" R (Typ.)
1
5 2"
Ø
Tip Dia. (± ¼")
I.D.
(2) Park Stands,
O.D. Plate
Ƅ"
Each Side of Handhole
(Pipe Option Shown)
Tip Dia. (± ¼")
O.D. Plate
D
SECTION B-B
D
CAP PLATE DETAIL
4½" x 30" Handhole
Ƌ" Ø Hole
B
B
2" R
3
4"
7
8"
1
1
2"
Washer
2"
Provide Cable Guide
Ƅ" Galvanized Steel Plate,
Ɓ" Cap Plate
1
4"
5
1
4"
Ɓ"
7
1'
-0" M in.
714"
9"
(4) ƀ" Ø Nut with Flat
Tenon With 3-¼" Ø x 20 Hex Head
Cap Set Screws, Equally Spaced.
2
ƃ" Plate
Provide a Tenon Cap and Fix to the
Bend at Three Corners
3"
6" O.D. x ¼" Wall x 12" (Min.) Long
½" Ø x 2Ƅ" Min. Insert To
Tenon
Be Cast Into Pole (See
ƙ" Ø Hole
Note 2)
(4) ƀ" Ø x 18" Galv. Bolts with
(4) ƀ" Ø Nut with Flat Washer
15" Embedment, equally spaced
7
8"
(See Note 3 for alternate
(2) ƌ" Ø Holes
connector)
#5 Bar x 5'-0" Long Centered
5
8" Tenon
TENON COVER
Plate
In Wall
HANDHOLE DETAIL
Pole
(4) ƀ" Ø x 18" Galv. Bolts with
15" Embedment, Equally Spaced
(See Note 3 for
Ƅ" Ø Eye Bolt with
alternate connector)
½" x 1½" SCH. 40 Pipe
1" Inner Ø
1
2"
1
2"
4
Pole
TOP OF POLE DETAIL WITH LOWERING DEVICE
4
Ƅ" Ø Nut
Ƅ" Ø Nut
1:
10:
30 PM
3"
3"
TOP OF POLE DETAIL
WITHOUT LOWERING DEVICE
EYE BOLT OPTION
PIPE OPTION
Notes:
1.
Install all handhole and opening covers prior to shipping.
2.
Install ½" Ø x 5" long stud with hex nut in insert before shipment.
3.
As an alternate, embed (4) ½" ø x 18" stainless steel threaded
SECTION D-D - PARK STAND DETAIL
attach plate w/ (4) ½" x 1¾" stainless steel bolts.
4.
Handhole frame may be Cast Aluminum 356.2.
LAST
REVISION
07/01/13
REVISIO N
5/30/2014
rods with a threaded nut. At top of rod, thread a coupling nut to
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
CONCRETE CCTV POLE
NO.
18113
SHEET
NO.
4 of 4
�
Varies
NOTES:
ƀ" ETP Alloy 110 Copper
Air Terminal (Class II)
1. If no guardrail or barrier wall exists, structure shall be outside the clear zone.
Surface Base Of 8 Square-Inch
Clear zone shall be measured to edge of the drilled shaft if drilled shaft is more
than 4" above adjacent grade.
Minimum Contact Area
Per NFPA 780-4.16.3
Walk-In
2. Extend Catwalk from DMS to outer edge of paved shoulder but not less than
Dynamic
four feet in length.
Message Sign
(DMS)
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.
Varies
Varies
Drilled Shaft
Guardrail
See Note 2
Catwalk
Varies See Note 2
4'
Min.
Clear Zone
Shoulder (Paved)
DMS Structure
See Note 1
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
TYPICAL PLAN VIEW
DMS CANTILEVER SIGN STRUCTURE
ƀ" ETP Alloy 110 Copper Air
�
�
Terminal (Class II) Surface
Base Of 8 Square-Inch
4'
M in.
Minimum Contact Area
Per NFPA 780-4.16.3
Varies
Drilled Shaft
Varies
Guardrail
Catwalk
Shoulder (Paved)
DMS Structure
Travel Lane
Note: Actual number
and direction of travel
4'
Varies
Catwalk
Varies
Min.
See Note 2
4'
lanes varies.
Min.
Travel Lane
Clear Zone
Clear Zone
See Note 1
See Note 1
Travel Lane
4'
M in.
Travel Lane
Drilled Shaft
Guardrail
Travel Lane
Travel Lane
19'-6" Min. Clearance Per
Plans Preparation Manual
Ground
Shoulder
Line
1:
10:
52 PM
Volume I, Table 2.10.4
TYPICAL ELEVATION VIEW
SPAN SIGN STRUCTURE
5/30/2014
TYPICAL PLAN VIEW
DMS SPAN SIGN STRUCTURE
LAST
REVISION
07/01/14
REVISIO N
GENERAL LAYOUT
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
SHEET
NO.
NO.
18300
1of 9
ƀ" ETP Alloy 110 Copper Air
Terminal (Class II) Surface
Base Of 8 Square-Inch
Minimum Contact Area
Per NFPA 780-4.16.3
2-2" Threaded Couplings
2-2" Threaded Couplings
2 Watertight Flexible Conduits
ƀ" ETP Alloy 110 Copper
(2" Power And 2" Communications)
Air Terminal (Class II)
2 Watertight Flexible Conduits
Surface Base Of 8
(2" Power And 2" Communications)
Square-Inch
Minimum Contact Area
Per NFPA 780-4.16.3
ƀ" ETP Alloy 110 Copper Air
Terminal (Class II) Surface
Base Of 8 Square-Inch
Minimum Contact Area
Per NFPA 780-4.16.3
Pole Mounted Cabinet
2-2" Threaded
Couplings
Pole Mounted Cabinet
2-2" Threaded
2-2" Rigid Metal Conduits
Couplings
With Std Sweeps
2-2" Rigid Metal Conduits
With Std Sweeps
Handhole
Handhole
One 2" PVC Conduit
One 2" PVC Conduit
For Electrical Service
For Electrical Service
One 2" PVC Conduit
One 2" PVC Conduit
For Fiber Optic
For Fiber Optic
One Communications,
One Communications,
2" PVC Conduit Spare
2" PVC Conduit Spare
(As Shown On Plans)
(As Shown On Plans)
Conduit Exit Oriented
See Sheet 3 for Conduit
In Necessary Direction
Details and Sheet 4 Ground
Rod Details
SPAN DMS
See Sheet 3 for Conduit
EVER DMS
L
CANTI
Details and Sheet 4 Ground
Rod Details
NOTES:
1.
Conductors for grounding shall be connected to steel framework that
has been cleaned to base metal by use of bonding plates having
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
is also an acceptable method.
2.
If steel framework is to be drilled and tapped to accept threaded
connector, the threaded connector shall be galvanized and have at least
5 threads fully engaged and secured with a jam nut to the steel framework.
3.
Bends in the conduit shall not be less than the minimum bending
radius for the cable contained in the conduit.
4. Catwalk and handrail design and installation shall comply with AISC,
1:
10:
53 PM
AASHTO, and OSHA requirements as applicable.
5. All data, fiber optic and power cables for the DMS shall be completely
encased within the sign structure or in conduit.
6. Permanently stamp/mark foundation to conduit locations.
7. Transition conduit in foundation to underground conduit with
LAST
REVISION
07/01/14
REVISIO N
5/30/2014
appropriate reducer outside the limits of the foundation.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
NO.
18300
SHEET
NO.
2 of 9
Two Watertight 2" Flexible Conduits
Air Ternimal
For Electrical Service And
Top Truss Chord
Communications
3
4"
2-2" Threaded Couplings
Door Hinge
5
For Power And Communications
11 Gauge
2' Max
Access Door
Handhole Cover
DMS
NOTES:
Removable Top Plate
1.
Two J-Hooks To Support
10
3
4"
Air Terminal
7 8"
DMS Cabinet may be pole or ground mounted
Door Latch / Handle
depending on project requirements.
2
R=
Separately Power And
Communications Cable
2.
5
16"
See sheet 4 for additional conduits for
grounding. The number and placement of
Hole, Typ.
Conduit Entrance Location
Handrail
Per DMS Manufacturer
conduits are approximate.
HANDHOLE COVER
3.
Back Truss Chord
Field adjust pole-mounted DMS cabinet height
Post
to achieve best access for maintenance personnel
given site conditions as directed by the Engineer.
Avoid conflicts with stiffeners, handhole and
maintenance of anchor bolts.
Grating
1
4"
A
Dia. Stainless Steel
5"
Hex Head Screws, Typ.
Tack Welded
Cover Clip, Typ.
10"
A
Catwalk
4" x 38" Handhole
Frame Made
Full Penetration Weld
21
R
=
2"
Continuous With A
Bottom Truss Chord
Pole
Mounted
Full Penetration
Cabinet
2-2" Threaded
Weld
Couplings For
2-2" Rigid Metal
Rigid Metal Conduit
Conduits With
Ground
Mounted
HANDHOLE FRAME
Std Sweeps
Cabinet
Handhole
4"
Top Of Conduits
Fiber Optic Splice Box
(See Index 17700)
Finished Grade (Varies)
Spare
Spare
Conduit
Conduit
(2" PVC)
(2" PVC)
3
8"
1'
-0"
Fiber Optic Pull Box Or
Partial Penetration Weld
See Note 3
Varies 2'
-6" to 4'
-0"
1"
Wire Screen - See Spec. 649-6
1
4"
Handhole Frame
Stainless Steel
Hex Head Screws, Typ.
Tack Welded
Cover Clip Typ.
Finished Grade (Varies)
11 Gauge Handhole Cover
Power Conduit
SECTION A-A
(2" PVC) To Power
Service Assembly
Transition Conduit Outside Foundation
(Thru Handhole)
Fiber Optic
1:
10:
54 PM
Communications
Conduit (2" PVC)
(As Shown On Plans)
Spare Conduit (2" PVC)
Fiber Optic Communications Conduit
(2" PVC) (As Shown On Plans)
2" PVC Grounding Conduits
Power Conduit (2" PVC)
To Power Service Assembly
LAST
REVISION
07/01/14
REVISIO N
5/30/2014
Grounding Conduit (2" PVC)
TYPICAL DMS CONDUIT DETAIL
CANTILEVER/SPAN SIGN STRUCTURE
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
NO.
18300
SHEET
NO.
3 of 9
20' Radius Each
ƀ" ETP Alloy 110 Copper Air
"Sphere Of Influence"
2' Min.
Terminal (Class II) Surface
Base Of 8 Square-Inch
Minimum Contact Area
Per NFPA 780-4.16.3
4'
40'
Min.
(Typical)
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 Air Terminal And
Ground Rod With
Exothermic Weld
Catwalk
GROUND ROD PLACEMENT DETAIL
(TYPICAL)
#2 AWG Tin-Plated
Bare Solid Copper
Wire Continuous To
Pole
Mounted
Air Terminal
#2 AWG Tin-Plated
Cabinet
Bare Copper Wire
To Ground Rods B,
C AND D As Required
Ground
Mounted
Cabinet
Ground Wire From DMS
Cabinet To Ground Rod
#2 AWG Tin-Plated
Bare Solid Copper
Handhole
Wire to Pole
Mounted or Ground
Mounted Cabinet
INSET 'A'
#2 AWG Tin-Plated Bare
Solid Copper Ground Wire
To Air Terminal
Ground Wire to DMS Cabinet
Ground Rod A
Primary Ground
Finished Grade
Ground Rod B
Power Conduit
(2" PVC) To Power
Sercive Assembly
18" M in.
As Required
Finished Grade
Rod Assembly
2" MIN.
(See Inset A)
8" MAX.
Pull Box
Exothermic Weld
Spare Conduit (2" PVC)
#2 AWG To Ground Rod C As Required
Fiber Optic Communication Conduit
(2" PVC) (As Shown on Plans)
#2 AWG To Ground Rod D As Required
Fiber Optic
Grounding Conduit (2" PVC)
Communications
Conduit (2" PVC)
1:
10:
54 PM
(As Shown On Plans)
5
8"
Spare Conduit (2" PVC)
Diameter By 20' Long
12"
Copper-Clad Steel Ground Rods
Min.
Driven Into Undisturbed Earth
Power Conduit (2" PVC) To
36"
Power Service Assembly
Max.
Grounding Conduit (2" PVC)
5/30/2014
40' Min.
LAST
REVISION
07/01/14
REVISIO N
TYPICAL GROUND ROD DETAIL
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
SHEET
NO.
NO.
18300
4 of 9
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)
NOTES
1.
Design Specifications: FDOT Structures Manual (current edition) and AASHTO Standard
Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals.
2.
DMS and Hanger Design Wind Speed: 150 miles per hour. Maximum DMS weight for design:
4500 lb.
3.
Shop drawings including the DMS connection are required and fabrication shall not begin until
these shop drawings are approved.
4.
Locate the sign horizontal on the structure as shown in the plans. Vertically center the sign
enclosure with the centerline of the truss.
5.
Before erection, after both the delivery of the DMS and the steel truss, the contractor shall
carefully measure the exact locations for field drilling the ƀ" bolt holes in the vertical
hangers and horizontal mounting member attached to the sign enclosure. Field locate holes to
allow vertical hanger placement as shown on the plans with no conflicts with gusset or splice
plates.
6. All steel items shall be galvanized as follows:
All nuts, bolts and washersASTM F2329
All other steel itemsASTM A123
7.
All bolt holes shall be equal to the bolt diameter plus Ƈ", prior to galvanizing.
8. All bolts shall have single self-locking nuts, or locking nut system, installed in
1:
10:
55 PM
accordance with the manufacturer's recommendations.
9. Cost of the installation of the DMS on truss including the vertical hanger,
associated members, and hardware shall be incidental to the cost of the sign
structure.
10. Threaded couplings shall be located on sign side of column above the sign
LAST
REVISION
07/01/14
REVISIO N
5/30/2014
truss.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
SHEET
NO.
NO.
18300
5 of 9
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
2Ɓ" c/c
DMS Sign Enclosure
6" ±
U-Bolts
Back Face Of
DMS Sign Enclosure
B
2-ƀ" Ø U-Bolts
Truss Chord
B
2-ƀ" Ø ASTM A325 U-Bolts
Galv. With Matching Lock Nuts
Truss Chord
2Ɓ"
3
Truss Chord
2Ɓ"
� Holes For
A
ƀ" Ø Bolts
A
Dia. +ƀ "
See Truss Data Sheet
Z ee Beam s Equally Spaced
SECTION A-A
� Truss Chord
C
� Holes For
� Holes For
� Holes For
ƀ" Ø Bolts
ƀ" Ø U-Bolts
ƀ" Ø U-Bolts
C
1:
10:
55 PM
6" ±
SECTION B-B
SECTION C-C
Field Drill Holes And Provide
2-½" Ø ASTM A325 Bolts
Galvanized With Matching
Lock Nuts
LAST
REVISION
07/01/14
REVISIO N
5/30/2014
END VIEW
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
SHEET
NO.
NO.
18300
6 of 9
DMS Enclosure
Lighting
AC
Service
Entry
SPD
Power
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
Connection)
Dial-up Telephone
and Modem (optional)
LEGEND
NOTES:
Data
1:
10:
56 PM
1.
Provide single ethernet connection from the managed field ethernet switch
to either the sign controller interface in cabinet or sign controller in sign
5/30/2014
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
Ethernet
SIGN AND CABINET WIRING DIAGRAM
Power
SPD
Surge Protection Device
LAST
REVISION
07/01/14
REVISIO N
requirements that uninterrupted power must be available in cabinet and sign housing.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
SHEET
NO.
NO.
18300
7 of 9
Lifting Eyes
Lifting Eye
Reserved For Ventilation
3.
5"
Sunshields
(All Sides But Pole Side)
(As Required)
19" EIA Rack With Tapped
10-32 Threaded Holes
Light/Shelf
Managed Field Ethernet
Switch
3.
5"
Sign Controller
Managed Field Ethernet
Managed Field Ethernet
Switch
Switch
FO Patch Panel
Document Drawer/Shelf
Document Drawer/Shelf
Document Drawer/Shelf
5.
5"
Connection
FO Patch Panel
1.
75"
FO Patch Panel
Generator Power
Sign Controller
46" (
Typ.
)
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
2-2" Rigid Metal Conduits
FRONT VIEW
POLE MOUNTED CABINET
22" (Typ.)
RIGHT SIDE VIEW
NOTES:
1. Cabinet layout is for pole or ground mounted installations.
2. All dimensions and equipment locations are approximate.
3. Conduit entrances are at bottom of cabinet.
4. Minimum number of duplex outlets is three, (2) SPD
protected and (1) GFI protected.
1:
10:
56 PM
5. Either an access controller or local access panel shall be
provided to provide full access to DMS for control, programming and
troubleshooting.
6. Load center shall be sized for connected equipment and convenience
outlets with at least one main disconnect and three circuit breakers.
8. Power Distribution Assembly component layout, orientation
CABINET LAYOUT 1
and location may vary.
LAST
REVISION
07/01/14
REVISIO N
5/30/2014
7. Batteries and UPS may be located in sign housing or cabinet.
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
SHEET
NO.
NO.
18300
8 of 9
Lifting Eye
2.
6"
2.
6"
Lifting Eyes
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
Batteries (varies)
See Note 8 on
See Note 8 on
SPD Protected
Sheet 8.
Sheet 8.
Outlets For
Batteries (varies)
Ethernet
Batteries (varies)
7" +/-
UPS
10" +/-
62" (
Typ.
)
FO Patch Panel
See Note 8 on
Sheet 8.
Communications
Convenience Outlet
For Portable Tools
120 VAC SPD
Data
Data
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
10-32 Threaded Holes
FRONT VIEW
GROUND MOUNTED CABINET
RIGHT SIDE VIEW
5/30/2014
1:
10:
57 PM
LEFT SIDE VIEW
LAST
REVISION
07/01/14
REVISIO N
CABINET LAYOUT 2
DESCRIPTION:
INDEX
2015
DESIGN STANDARDS
DYNAMIC MESSAGE SIGN WALK-IN
SHEET
NO.
NO.
18300
9 of 9