10" Pole Base in Base Shoe Casting see Sheet 4

»¿
»¿
For Fixture Arm Details
Luminaire, not furnished
see Sheet 3 (Typ.)
with Pole Assembly (Typ.)
6" Pole top with Cast Aluminum
3’-0" or 5’-6"
see Sheet 4
17" High Frangible/
Breakaway Transformer
Base see Sheet 4
Fixture Arm Length
(8’, 10’ or 12’ only)
(8’, 10’ or 12’ only)
4"x6" (Min.) Handhole
with reinforced frame
and cover with Hex
11"
Transition zone
with reinforced frame
and cover with Hex
Head screws.
Begin Pole Taper
7"
for grades up to 1:2 add
A
2’-6" to foundation depths
2’-6"
Straight
to oblong shape
4"x6" (Min.) Handhole
Head screws.
Grade flatter than 1:4
from round shape
22’
-5"
22’
-5"
to oblong shape
Taper Varies
from round shape
SECTION A-A
Pole H eight
Transition zone
Taper Varies
Pole H eight
ATTACHED.
40’Design M ounting H eight (
For Pole Design)
WITHOUT LUMINAIRE
40’Design M ounting H eight (
For Pole Design)
W ind Design H eight at Fixture (
For Pole Design)
DO NOT ERECT POLE
W ind Design H eight at Fixture (
For Pole Design)
NOTE:
7"
Fixture M ounting H eight (
from Lighting Design Requirem ents)
Fixture M ounting H eight (
from Lighting Design Requirem ents)
W ind Design H eight at Fixture (
For Pole Design)
Fixture Arm Length
1’
-6"
Base Shoe Casting
Pole H eight
23’
-2"
, 26’
-2" and 29’
-2" for Design
10" Pole Base in
M ounting H eight of 40’
, 45’and 50’respectively.
factory installed) (Typ.)
40’
, 45’or 50’Design M ounting H eight (
For Pole Design)
(when specified,
Taper Varies
Fixture M ounting H eight (
from Lighting Design Requirem ents)
A
A
Begin Pole Taper
2’-6"
Straight
A
shown in Tables.
Finished Grade
DANGER
Line adjacent
7:
22:
17 PM
to poles on fill
Natural Ground
Natural Ground
Line adjacent
Line adjacent
to poles on fill
to poles on fill
MEDIAN BARRIER MOUNTED ALUMINUM LIGHT POLE
ON CYLINDRICAL FOUNDATION
MEDIAN BARRIER MOUNTED ALUMINUM LIGHT POLE
ON SPREAD FOOTING FOUNDATION
6/24/2013
STANDARD ROADWAY
ALUMINUM LIGHT POLE
(See Roadway Plans)
70’M ax.
on Sheet 4
Finished Grade
(See Roadway Plans)
Fill H eight
foundation see details
Finished Grade
70’M ax.
2’-6" Concrete
Fill H eight
DO NOT TAMPER
25’M ax.
HIGH VOLTAGE
Fill H eight
C:
\d\projects\standards\roadway\17500-s\17515-01.
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Vibration Damper
Natural Ground
sm 970re
Cap attached to pole with 3
Stainless Steel Set Screws (Typ.)
See Sheet 3 (Typ.)
Fixture Arm Length
LAST
REVISION
01/01/10
REVISIO N
ELEVATIONS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STANDARD ALUMINUM LIGHTING
NO.
17515
SHEET
NO.
1of 8
ALUMINUM LIGHT POLE GENERAL NOTES
MEDIAN BARRIER MOUNTED ALUMINUM LIGHT POLE
1.
Designed in accordance with FDOT Structures Manual.
1.
2.
All tables were developed assuming the following Luminaire properties: Effective Projected Area of 1.55 sq. ft.
b. Concrete: Class I.
(includes wind drag coefficient) and 75 pounds (max.)
c. Anchor Bolts: ASTM F1554 Grade 55 with ASTM A563 Grade DH nuts and ASTM A36 Plate Washer
Foundation Materials:
a. Reinforcing Steel: ASTM A615 Grade 60.
or ASTM F436 Type 1 washers (all galvanized in accordance with ASTM F2329). Coupler shall be in
3.
Perform all welding in accordance with the American Welding Society Structural Welding Code Aluminum ANSI/AWS
accordance with AASHTO 5.11.5.2.2.
D1.2 (current edition).
2.
4.
See Standard Index No. 17500 for grounding and wiring details.
5.
Light Pole Specifications:
Base Connection Materials:
a. Aluminum Base Plate and Stiffener: Alloy 6061-T6.
b. Backer Ring: ASTM B221, Alloy 6063-T6.
c. Bearing Plate for Anchor Bolts: ASTM A709 Grade 36 or ASTM A36.
a.
Poles: ASTM B221, Alloy 6063-T6.
b.
Arm Tube Extrusions: ASTM B221 - Alloy 6063-T6.
c.
Finish: For pole and arms; 50 grit satin rubbed finish.
d.
Pole Connection Extrusions, Bars and Plates: ASTM B221 - Alloy 6063-T6.
e.
Aluminum Caps and Covers: ASTM B-26(319-F).
f.
Weld Metal: ER4043.
b. Transverse welds are allowed only at the base.
g.
Stainless Steel Fasteners and Hardware: AISI Grade 304.
c. Poles constructed out of two or more sections with overlapping splices are not permitted.
h.
Aluminum alloy 6063: T4 condition and heat treated in accordance with ASTM B597 to T6.
d. Equip poles with a damping device.
i.
Frangible Base: ASTM B26 Alloy 356-T6 or ASTM 108 Alloy 356-T6.
3.
Pole Notes:
a. Tapered as required to provide a 6" (O.D.) round top with a 11"x7" (O.D.) oblong base. Portions of
the shaft near the base and at the arm connections may be held constant at 11"x7" oblong and 6"
round respectively to simplify fabrication.
6.
Provide "J", "S" or "C" hook at top of pole for electrical cable.
7.
Furnish each pole with a 2"x4" (max) aluminum identification tag. Submit details for approval. Secure to
Transformer Base with 0.125" stainless steel rivets or screws. Locate Identification Tag on the inside of base and
visible from the door opening. Include the following information: Financial Project ID, Pole Height and
Manufacturer’s Name.
8.
For Clamp and Frangible Transformer Base Design, certify that the components are capable of providing the
required capacity. Certify that the frangible Transformer Base conforms to the current FHWA required AASHTO
FOUNDATION NOTES
Frangibility Requirements, tested under NCHRP Report 350 Guidelines (eg. Akron Foundry TB1-17).
9.
For Median Barrier Mounted Aluminum Light Pole design, submit test results showing that pole will not buckle at
The foundations for Standard Roadway Aluminum Light Poles are pre-designed and are based upon the
pole shape transition area. Demonstrate in the tests that the poles will achieve full ultimate moment capacity of 36
following conservative soil criteria which covers the majority of soil types found in Florida:
k-ft in the strong axis and 30 k-ft in the weak axis respectively for the 0.25" thick poles, and 44 k-ft in the strong
Classification =
Cohesionless (Fine Sand)
axis and 37 k-ft in the weak axis respectively for the 0.313" thick poles. Submit complete details and calculations
Friction Angle =
30 Degrees (30)
for the reinforced 4"x6" (min.) handhole located 1’-6" above the base plate.
Unit Weight
50 lbs./cu. ft. (assumed saturated)
=
Only in cases where the Designer considers the soil types at the specific site location to be of lesser strength
10. This Design Standard is considered fully detailed and no shop drawings are necessary. Submit shop drawings for
properties should an analysis be required. Auger borings, SPT borings or CPT soundings may be utilized as
needed to verify the assumed soil properties, and at relatively uniform sites, a single boring or sounding may
minor modifications not detailed in the plans.
cover several foundations. Borings in the area that were performed for other purposes may be used to
C:
\d\projects\standards\roadway\17500-s\17515-02.
dgn
confirm the assumed soil properties.
ROADWAY ALUMINUM LIGHTING POLE NOTES
EMBEDDED JUNCTION BOX NOTES
1.
1.
Foundation Materials:
Fabricate embedded junction boxes from ASTM A 36 steel and hot-dip galvanized in
a. Reinforcing Steel: ASTM A615 Grade 60.
accordance with ASTM A 123 after fabrication. All seams shall be continuously welded
b. Concrete: Class I.
and ground smooth. Provide watertight cover with neoprene gasket and secure cover with
c. Anchor Bolts: ASTM F1554 Grade 55 with ASTM A563 Grade DH nuts and ASTM F436 Type 1 washers
galvanized screws.
(all galvanized in accordance with ASTM F2329).
2.
2.
Shoe Base and Frangible/Breakaway Transformer Base Casting Specifications.
Completed embedded junction box and conduit risers are incidental to the cost of concrete
barrier wall.
a. Shoe Base Casting: ASTM B26 - Alloy 356-T6 or ASTM B108 - Alloy 356-T6.
b. Frangible/Breakaway Transformer Base Casting: ASTM B26 - Alloy 356-T6 or ASTM B108 - Alloy 356-T6.
c. Shoe Base Connection Bolts: ASTM A325 Type 1 with ASTM A563 Grade DH nuts and ASTM F436 Type 1
washers (all galvanized in accordance with ASTM F2329).
sm 970re
3.
Pole Notes:
a. Tapered as required to provide a top outside diameter (O.D.) of 6" with a base O.D. of 10". Portions of the
shaft near the base shoe and at the arm connections may be held constant at 10" and 6" respectively to
simplify fabrication.
b. Transverse welds are allowed only at the base.
c. Poles constructed out of two or more sections with overlapping splices are not permitted.
6/24/2013
7:
22:
18 PM
d. Equip poles with a vibration damper at locations per Specification Section 715.
LAST
REVISION
07/01/13
REVISIO N
NOTES
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STANDARD ALUMINUM LIGHTING
NO.
17515
SHEET
NO.
2 of 8
Upper Arm
1
4"–
8
Extrusion at Base
Saddle, or Other Acceptable
of Upper Arm Only
Diameter
7
8"
Fillet Weld Arm Tube to
3
8"
Connection
Thickness (Nominal)
Connection Extrusion.
Extrusion
See Arm Data Tables
Supplied
2
* 18" Wall
4" Min. Radius at Bend
for Weld Size.
1’
-4"
by Vendor
Vertical Axis
SECTION A-A
ARM CONNECTION DETAIL
Tapped Hole
Watertight
1
8
(Connection At Lower Arm Similar)
ARM SECTION
1
16"
112"
C
Dim ple (
see Detail)
Arm Data Tables
3
8"
1" Min. I.D. Rubber Grommet
1’
-2"
Outside
See "O.D." in
B
»¿at of Upper Ar
6"
At Lower Arm
B
»¿ of Wiring Hole in
3"
Welded Cap
6"
Connection
Lower Arm
3
16
Press on or
Side of Arms, Extruded
L 3x2x18"x234" Long
C
Hole in Connection
Upper Arm &
3
16
x 3" Bar Each
High Temp
Vinyl Cap (both ends)
Deep
1
4"
Spherical
(See Cap Details)
7
8"
Provide 2" Wiring
1
2"
surface
1
1 2"
x 11
1
4"
long
ASTM A36 Hot Rolled Rod
2" x 12" Long Sch. 10
Aluminum Pipe ASTM
B221 Alloy 6063-T6
»¿
7
8"
Fixture Arm Length = 8’, 10’, 12’ or 15’
3’-0"
3 x (Fixture Arm Length - 3’-0") / 4
(Fixture Arm Length - 3’-0") /4
1
3
8"x2 4"
L 3x2x
6"
DIMPLE DETAIL
Watertight
1
8
Long (Typ.)
1’-4"
3
8"
Tapped Hole
238" O.D. Pipe Beyond
This Point - See Arm
VIBRATION DAMPER ELEVATION
Tube Extrusion Note
1’
-0
"
»¿ Fixtur
3
3
8" 1 8"
1
ASTM D2287
2
PVC Type 65500
3
8"
Upper Arm Tube
Tapped Hole
3
4"
C:
\d\projects\standards\roadway\17500-s\17515-03.
dgn
Double arm configuration
Chamfer (Typ.)
234"
1
2"
is only for Median Barrier
1
Mounted Aluminum Light Poles
1
VIEW B-B
3
16
See Arm
Connection
Detail
3
8"
1
2"
1
ID
2" x 12" Long Sch. 10
Aluminum Pipe ASTM
6"
Strut -
1
1 2"
Tapped Hole
A
As Required
B221 Alloy 6063-T6
O.D. x 0.125 (Min.)
1’
-9"
A
Lower Arm Tube -
HIGH TEMP
VINYL CAP DETAIL
VIEW C-C
See Arm Section Above
ARM TABLE
WIND
ARM
SPEED
LENGTH
(MPH)
(FT)
UPPER ARM
O.D. (IN)
WELD (IN)
LOWER ARM
O.D. (IN)
WELD (IN)
Provide 18" (Min.) Drain Holes in Underside
»¿ A
of Arm Tubes 112" From the Base Weld
110
110
sm 970re
110
7:
22:
20 PM
Varies
6"
4’
-6"
M
Luminaire Attachment
5’-6" (12’ and 15’ Fixture Arm Lengths)
1" 1"
Slipfitter (238" O.D.) for
3’-0" (8’ and 10’ Fixture Arm Lengths)
2"
2" Nominal Pipe Size
3"
axi
mu
m R
adi
us
Level
1
1 2"
See Arm Section Above
8
10 & 12
15
2.38
0.188
2.38
0.188
3.63
0.188
3.63
0.188
4.63
0.188
4.63
0.188
130
8 & 10
3.63
0.188
3.63
0.188
130
12
4.63
0.188
4.63
0.188
Face of Pole
ARM TUBE EXTRUSIONS NOTES:
At the pole connections, provide arm tube extrusions with dimensions as
Provide
Pole Connection Extrusion (Typical) - See
Note on Sheet 2 for Material Specification
1
2"
Stainless
Steel Bolts with Hex Nuts
1
8"
and 2-1
O.D. Flat Washers
and a Split Lockwasher Each Side
shown in the ARM SECTION and as tabulated in the ARM DATA Tables.
Uniformly transition elliptical section to a cylindrical section at the arm
connection.
The fabricator may substitute elliptical cross sections other than those
130
15
4.63
0.25
4.63
0.25
150
8
3.63
0.188
3.63
0.188
150
10
3.63
0.250
3.63
0.250
provide minimum wall thickness of
150
12
4.63
0.250
4.63
0.250
Association Tolerances.
150
15
4.63
0.313
4.63
0.313
of Pole where Shown.
ARM ELEVATION
tabulated, provided the section properties about the vertical axis and the
area of the section equal or exceed that of the required section, and
1
8"
nominal and within the Aluminum
The outside diameter about the minor axis should be held at 238" at the
*
upper and lower arms.
Increase Member Wall Thickness as Necessary to Meet
Minimum Requirements of the Welding Code for the
6/24/2013
Connection Weld Sizes Shown in the Arm and Pole Tables.
LAST
REVISION
01/01/12
REVISIO N
ARM & DAMPER DETAILS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STANDARD ALUMINUM LIGHTING
NO.
17515
SHEET
NO.
3 of 8
1
’
-0
"
L
a
p
Tie Bars *
Slots for 15" Bolt Circle
Slots for Cast Aluminum Base Shoe
1312" Bolt Circle
»¿ Po
»¿
8 - #7 Bars
Equally Spaced
r
ve
Co
)
3"
p.
Ty
(
POLE TABLE
WIND
SPEED
(MPH)
SECTION C-C
TOP VIEW
TRANSFORMER BASE
BOTTOM VIEW
TRANSFORMER BASE
5
16"
Typical
»¿ Po
5
45
Typ.
»¿
Each W ay
2’-6"
Cast Aluminum
Fillet Weld Outside of Pole
Pressure Mounted
to Inside of Base Shoe.
Nut Cover - Bolted
See Pole Data Tables
Attachment Optional
for Upper Weld Size.
DESIGN
ARM LENGTH
(FT)
MOUNTING
HEIGHT (FT)
POLE
UPPER
WALL (IN)
LOWER
WELD (IN) WELD (IN)
110
8, 10, 12 & 15
40 & 45
0.156
0.156
0.156
110
8, 10, 12 & 15
50
0.188
0.188
0.188
130
8, 10 & 12
40
0.156
0.156
0.156
130
15
40
0.188
0.188
0.188
130
8, 10, & 12
45
0.188
0.188
0.188
130
15
45
0.250
0.250
0.250
130
8, 10, 12 & 15
50
0.250
0.250
0.250
150
8, 10, & 12
40
0.188
0.188
0.188
0.250
150
15
40
0.250
0.250
150
8, 10, 12 & 15
45
0.250
0.250
0.250
150
8, 10, 12 & 15
50
0.313
0.313
0.313
NOTE:
Pole wall thicknesses shown in the POLE TABLE are nominals and
5516"
1’-3"
shall be within the Aluminum Association Tolerances. Thicker walls
are permitted and tapered walls may be used provided the
10" O.D. Shaft
minimum Aluminum Association thicknesses are not violated.
Bolt Circle
4 - Equally Spaced
VIEW B-B
See Pole Data Tables
Anchor Bolts Oriented
for Wall Thickness
as Shown when the
Shaft is Installed.
Anchor Bolt, See Note
M in.
312"
B
Cast Aluminum
(Typ.)
1"
See Note on
WIND
DESIGN
TOTAL
Sheet No. 2
SPEED
MOUNTING
DEPTH
(MPH)
HEIGHT (FT)
(FT) **
Fillet Weld Butt of Pole
110
40
7
to Inside of Base Shoe.
110
45 & 50
8
130
40 & 45
8
130
50
9
150
40 & 45
9
150
50
10
See Pole Data Tables
for Lower Weld Size
1’
-5"
M inim um Em bedm ent
Elbow 1" Min.
3’
-6"
4"
C
Conduit with
Tie Bars *
6’
-0" M inim um
(
See Pole Data Tables for Depth Required)
C
FOUNDATION TABLE
Base Shoe
1" Chamfer
** Depths shown in table are for
grades flatter than 1:4, for grades
Cast Aluminum
up to 1:2 add 2’-6" to foundation
DANGER
Frangible/Breakaway
HIGH VOLTAGE
depths shown in table.
DO NOT TAMPER
Transformer Base.
See Notes on
Sheet No. 2
Anchor Bolt, Connection
Bolt, Washer and Split
Double
#6 AWG Bare Ground
Nuts (Typ.)
Lockwasher as Required
Wire Cast in Concrete
by Approved Breakaway
or Placed in Conduit
Transformer Base
POLE BASE ELEVATION
8~#7 Bars
Equally Spaced
* 1.
Manufacture (Typ.)
Shop-weld assemblies of foundation stirrup reinforcing bars are permitted in reinforced
Class I Concrete may be
concrete foundation provided that:
Cast-in-Place or Precast
a.
The reinforcing bars conform to ASTM Specification A706/706M.
b.
The holding wires conform to ASTM Specification A1064.
c.
The Shop welding is performed by machines under a continuous, controlled
4"
7:
22:
22 PM
sm 970re
C:
\d\projects\standards\roadway\17500-s\17515-04.
dgn
B
312"
in Pole Base Elevation
process, approved by the Engineer.
d.
Quality control yield strength and tensile strength tests are performed on
shop-welded specimens and the test results are available, upon request, to
6/24/2013
FOUNDATION
the Engineer.
2.
#4 Tie Bars @ 12" centers (max.) or D10 (or W10) spiral @ 6" pitch, 3 flat
turns top and 1 flat turn bottom.
LAST
REVISION
01/01/11
REVISIO N
BASE DETAILS FOR ROADWAY ALUMINUM LIGHT POLE
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STANDARD ALUMINUM LIGHTING
NO.
17515
SHEET
NO.
4 of 8
POLE TABLE
114" Anchor Bolt
threaded 8" min.
WIND
1
2"
top and bottom
SPEED
1
1
2"x5"x10 2"
1
4"
»¿& Light
214"
Bend as shown
»¿ Base
(FT)
(MPH)
Stiffener Plate
1
2"
DESIGN
ARM LENGTH
Min.
(2 required)
R (Typ.)
130 (Typ.)
MOUNTING
HEIGHT (FT)
POLE
FILL HEIGHT
WALL (IN)
(FT)
110
8, 10, 12
40
0.25
Up to 70’
130
8, 10, 12
40
0.25
Up to 70’
150
8, 10, 12
40
0.25
Up to 20’
150
8, 10, 12
40
0.313
>20’ to 70’
*Double Nuts
NOTE:
4"
Pole wall thicknesses shown in the POLE TABLE are nominals
1
4"
and shall be within the Aluminum Association Tolerances.
Plate Washer
Thicker walls are permitted and tapered walls may be used
STIFFENER PLATE DETAIL
2"
provided the minimum Aluminum Association thicknesses are
1
4"
1’-6"
134"
714"
312"
714"
2"
Leveling Nut
Plate Washer
134"
1 Bolt Dia. (Max.)
312"
2"
not violated.
Base Plate
Galv. Coupler
1
2"
permitted (Typ.)
1
»¿ Base
Hole (Typ.)
Top of
Penetration Weld
Traffic Railing
3
4"
»¿& Light
Full
1
NOTE:
For locations of Bearing Plates, Base
»¿ Base
2
1
4"
312"
Plates and Detail ’A’ see Sheets 6 & 7.
DETAIL ’A’
*Top nut may be
height
cover (not shown) for each bolt.
Backer Ring
3
4"
1
4"x3"
1
2"
1
»¿
Stiffener Plate Detail)
15
16"
Hole (Typ.)
Full
Stiffener Plate (see
Penetration Weld
BASE PLATE PLAN
BEARING PLATE ELEVATION
1
4"x3"
Backer Ring
Pole Wall
1’-5"
»¿ Base
»¿& Light
114"
Outer Wall of Pole
1
2"
2
1’-0"
114"
1
2"
2
1
2"
Backer Ring
1’-212"
2
1
4"x3"
114"
Stiffener Plate
fillet reinforcing
2"
3
3
8"x 4"
7"
w/
7:
22:
24 PM
»¿
1
2"
Hole (Typ.)
BEARING PLATE PLAN
Hole (Typ.)
6/24/2013
BASE PLATE ELEVATION
1
2"
1516"
2
114"
2"
3
4"
sm 970re
3"
Full penetration weld
412"
3
8"
5"
C:
\d\projects\standards\roadway\17500-s\17515-05.
dgn
1
2
Jam Nut. Provide individual nut
312"
2
1
4"
H
4
"
o
le
8"
»¿& Light
LAST
REVISION
07/01/09
REVISIO N
BASE PLATE DETAILS FOR MEDIAN BARRIER MOUNTED ALUMINUM LIGHT POLE
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STANDARD ALUMINUM LIGHTING
NO.
17515
SHEET
NO.
5 of 8
11’-0"
1’-3"
5’-6"
6"
Galvanized
A
5’-6"
Screws (Typ.)
1
4"
Typ.
(Box and Cover)
3"
Symmetrical
1’
-0"
1’
-0"
1" Conduit
»¿about Light
Cover Plate
7’-3"
6"
4’
-0"
with Gasket
»¿ Roadway Concrete Barrier
2’
-0"
8’
-0"
2" Conduit
A
2" Conduit
1" Conduit
1" Conduit
1
2"
3
4"
1
2"
4"
1
2"
3
1
1’-412"
3"
3
16
1
8 4"
(Typ.)
4’
-0"
FRONT VIEW
11"
EMBEDDED JUNCTION BOX DETAILS
2’
-5"
Optional Const. Jt.
1
4"
8
VIEW A-A
Provide dowel bars
@ construction joint
PLAN
(Reinforcing steel not shown)
2’-0"
3’-0"
2’-0"
1
2 4"
Min. 10’ from free end, barrier wall transition,
2’-3"
1
4"
2
5"
approach ends and guardrail.
912"
5"
10"
10"
1" Conduit
»¿ 1’-0" x 1’-3" x 8" (
See Detail ’A’
Embedded Junction Box
Sheet 5
BARS 5W1
4 ~ 114" Anchor Bolts
For Base Plate
3"
3"
For reinforcing steel
3
4"
3
@ 8"
W all
1’
-0"
Nos. 410 & 421
2’
-5"
7"
#5 Bars, 4’ long (Typ.)
Construction Joint permitted
See Roadway Plans
3"
16 ~ #4 Bars @ 8"
1’
-11"
1’
-10"
2’
-9"
See Roadway Plans
Bars 4D
see Design Std. Index
8"
1"
Bars 5W1
1’
-0"
Bars 5W1
3’
-7"
Bars 5R @ 8" (Typ.)
Traffic Railing
2’
-9"
above foundation
BARS 4D
Bars 5W1 @ 8"
3" Cover
512"
(Top and sides)
(Typ.)
1" Exp. Jt.
Material with
12 ~ #4 Bars @ 8"
Bearing Plate
BARS 5R
1’
-6"
sm 970re
Bearing Plate
BAR BENDING DIAGRAMS
Rigid Pavement
5
8"
#5 Bars @ 8"
1" Conduit for grounding
x 20’ Grounding Rod
4" Cover
Bars 4D
4" Cover
(Bottom)
@ 8"
(Bottom)
#4 Bar
2’
-6"
4"
only
2’
-6"
7:
22:
26 PM
3
4"
9
details see Sheet 5
1’
-6"
C:
\d\projects\standards\roadway\17500-s\17515-06.
dgn
#5 Bars, 4’ long (Typ.)
12 ~ #5 Bars @ 8"
16 ~ #5 Bars @ 8"–
(Typ.)
NOTE:
2" Conduit
8’-0"
11’-0"
6/24/2013
2" Conduit
For Bearing Plate Details
see Sheet 5.
2" Conduit
END VIEW
ELEVATION
(For Roadway Concrete Barrier Wall reinforcing steel see Design Std. Index No. 410)
LAST
REVISION
07/01/09
REVISIO N
SPREAD FOOTING DETAILS FOR MEDIAN BARRIER MOUNTED ALUMIMUM LIGHT POLE
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STANDARD ALUMINUM LIGHTING
NO.
17515
SHEET
NO.
6 of 8
2’-0"
214"
7’-3"
NOTE:
214"
5"
912"
FOUNDATION TABLE
5"
For Roadway Concrete
Symmetrical
»¿about Light
Barrier Wall see Design
NOTE:
Std. Index 410
For Base Plate Details,
Base Plate
1’-6"
1’-6"
WIND
DESIGN
FOUNDATION
SPEED
MOUNTING
DEPTH
(MPH)
HEIGHT (FT)
(FT)
Bearing Plate Detail
110
40
8
and Detail ’A’ see
130
40
9
150
40
9
Sheet 5
2’-6"
1’-3"
2’
-9"
see Design Std. Index No. 421
B
B
7"
3"
See Roadway Plans
1’-3"
with Rigid Pavement
1’
-6"
only
Double
Nuts (Typ.)
25
1’
-6"
Provide dowel bars @ construction joint
3’
-0"
Bearing Plate
#4 Bars (Typ.)
»¿ Po
»¿ A
2’
-3
"
1" Chamfer
(Reinforcing steel not shown)
1’-3"
1" Exp. Jt. Material
Optional Const. Jt.
PLAN
2’-6"
Construction Joint
4"
1’
-0"
1’
-3"
2’
-0"
For reinforcing steel above foundation
#5 Bars, 4’ long (Typ.)
2’
-6"
3’
-7"
1’
-3"
Barrier Wall
1’
-10"
»¿ Roadway Con
1"
1’-3"
6"
Min.
»¿ 1’-0" x 1’-3" x 8" (Max.) Pull
Min. 10’ from free end,
barrier wall transition,
2’-0"
3’-0"
approach ends and
2’-3"
#7 Bars
guardrail.
VIEW B-B
C
1" Conduit
4 ~ 1
See Detail ’A’
Sheet 5
1
4"
C
Anchor Bolts
#5 Bars, 4’ long (Typ.)
sm 970re
Grounding Rod
2" Conduit
8’
-3 to 9’
-3"
Varies
Tie Bars *
Foundation Depth
(
See Foundation Table)
2’-6"
2’-6"
permitted in reinforced concrete foundation provided that:
a. The reinforcing bars conform to ASTM Specification A706/706M.
8 #7 Bars
b. The holding wires conform to ASTM Specification A82 or A496.
(equally spaced)
c. The Shop welding is performed by machines under a continuous,
controlled process, approved by the Engineer.
d. Quality control tests are performed on shop-welded specimens
and the test results are available, upon request, to the Engineer.
2. #4 Tie Bars @ 12" centers (max.) or D10 (or W10) spiral @ 6" pitch,
3 flat turns top and 1 flat turn bottom.
Class I Concrete may be
Cast-in-Place or Precast
with "Flowable Fill" Backfill
4"
7:
22:
28 PM
Equally Spaced
SECTION C-C
(
See Foundation Table)
x 20’
8 - #7 Bars
* 1. Shop-weld assemblies of foundation stirrup reinforcing bars are
Bearing Plate
Foundation Depth
5
8"
Traffic Railing
2’
-9"
2’
-6" M in.
for grounding
»¿ A
r
ve
Co
"
)
3
n.
i
M
(
1’
-0"
4"
C:
\d\projects\standards\roadway\17500-s\17515-07.
dgn
1" Conduit
»¿ Po
Tie Bars *
1
’
L 0"
a
p
Tie Bars *
Bars 5R @ 8" (Typ.)
NOTE:
6/24/2013
avoid cylindrical foundation.
ELEVATION
3"
Deviate 2" Conduit to
END VIEW
(For Roadway Concrete Barrier Wall reinforcing
LAST
REVISION
07/01/09
REVISIO N
steel see Design Std. Index No. 410)
CYLINDRICAL FOUNDATION DETAILS FOR MEDIAN BARRIER MOUNTED ALUMINUM LIGHT POLE
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STANDARD ALUMINUM LIGHTING
NO.
17515
SHEET
NO.
7 of 8
3
4"
9
Symmetrical
»¿about Light
3"
3"
3
4"
3
Bridge Deck
7’-3"
1
’
-2
"
»¿ Traffic Railing (Median 32" F S
1
4"
7
5430’
214"
9"
2’
-0"
214"
2’
-5"
1
4"
7
1
2"
5
(Typ.)
A
B
1’-412"
BARS 5R
BARS 5W
Optional Const. Jt.
Bridge Deck
BAR BENDING DIAGRAMS
INSTRUCTIONS TO DESIGNER:
PLAN
In order to minimize vibration of light
(Reinforcing steel not shown)
poles due to traffic, locate light
poles near substructure supports.
»¿ 1’-0" x 1’-3" x 8" (Max.) Pull
»¿Min. 5’ from open
2’-0"
3’-0"
2’-0"
2’-3"
1
2 4"
Bars 5R and 5W @ 1’-0"
Bars 5R and 5W @ 8"–
1
4"
2
Bars 5R and 5W @ 1’-0"
5"
912"
5"
1" Conduit
4 ~ 114" Anchor Bolts
See Detail ’A’
Sheet 5
Base Plate
2" Conduit
Bars 5S
2" Conduit
sm 970re
Cover
M in.
see
1’
-10"
Design Std. Index No. 421
Bars 5R
7"
Bearing Plate
Construction Joint
3"
Bars 5W
Deck
8"
Bridge Deck
2’
-8"
3’
-2" M in.
Traffic Railing
2’
-8"
For reinforcing steel
2"
C:
\d\projects\standards\roadway\17500-s\17515-08.
dgn
1" Conduit
Bridge Deck
6" Min.
Embedment
8"
Min.
Bars 5S (Typ.)
Bearing Plate
Bars 5R (Typ.)
ELEVATION
END VIEW
Bars 5W (Typ.)
(Longitudinal and transverse deck reinforcing steel not shown)
(Longitudinal and transverse deck reinforcing steel not shown)
7:
22:
30 PM
NOTES:
1.
For Base Plate Details, Bearing Plate Details and Detail ’A’ see sheet 5.
2.
See Design Standard Index No. 421 for details of Traffic Railing (Median
6/24/2013
»¿32" F Shape) and angles A an
LAST
REVISION
07/01/09
REVISIO N
DETAILS FOR TRAFFIC RAILING (MEDIAN 32" F SHAPE) MOUNTED ALUMIMUM LIGHT POLE
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
STANDARD ALUMINUM LIGHTING
NO.
17515
SHEET
NO.
8 of 8