of FDOT 2014 DESIGN STANDARDS

LIGHT PEDESTAL NOTES:
1. The pedestal and junction slab are designed to resist the following working loads from the light
pole applied at the top of the Pedestal:
6’-5" Min. (EJB Side) (See Note 9)
Axial Deadload
=
Wind load Moment about Transverse Axis (*)
=
40.60 kip-ft
Wind load Moment about Longitudinal Axis (*)
=
28.30 kip-ft
Dead load Moment about Longitudinal Axis (*)
=
1.690 kip-ft
Maximum Shear
=
1.380 kip
Torsion about Pole Axis
=
3.560 kip-ft
(*)
4’-6" Min. (See Note 9)
1.560 kip
- Axis refers to Bridge Axis.
2. See Index No. 21200 for anchor bolt design and notes.
3. The Contractor is responsible for ensuring the anchor bolt design is compatible with the light
Varies (Transition to
Varies (Transition to
1’-9" Thick Junction Slab)
1’-9" Thick Junction Slab)
pole base plate. Modifications to the anchor bolt design must be signed and sealed by the
Contractor’s Specialty Engineer and submitted to the Engineer for approval prior to construction.
Junction Slab
Junction Slab
7’-6" (Length of 1’-9" Thick Junction Slab)
4. Install Anchor Bolts plumb.
5. For conduit, EJB and expansion/deflection fitting details, see Utility Conduit
Detail Drawings.
12 Bars 4J & 4M1 (Top & Bottom) @ 8"–
6. The cost of anchor bolts, nuts, washers and anchor plates will be included in the Bid Price for
Light Poles. Include the cost of all labor, concrete and reinforcing steel required for construction
Bars 5B3
of the pedestals, EJB and miscellaneous hardware required for the completion of the electrical
system in the Bid Price for either the Traffic Railing or Concrete Parapet that the pedestal is
behind.
7. Field Cut Bars 4M2 as required to maintain clearance.
8. Anchor Bolt pattern orientation will be as shown.
& 4M1
9. Slip Forming Method of construction requires the Engineer’s approval within the limits shown.
10. Reinforcing shown for light pole pedestals is in addition to typical reinforcing for C-I-P Junction
Slabs and Raised Sidewalks.
11. Work this Index with the following as appropriate:
Index No. 6110
Index No. 6120
(See Note 5)
Construction
2 ~ 2" Conduits
12. For Estimated Quantities, see Sheet No. 3.
Gutter Line (shown)
or Front Face of
Concrete Parapet
1’
-8"
Joint
4G4 & 4G5 (
pairs)
Index No. 6130
»¿
Spacing for Bars
Bars 5B3 spaced @
Traffic Railing or
Concrete Parapet
1 ~ 1b " Conduit
912"
Bars 4H
Anchor Bolt Circle
2" Cover (Typ.)
1’-1b " (See Note 8)
2’
-6"
Bars 4M2 (See Note 7)
Bars 4G4 (pairs)
»¿ Light
3 sp. @
Bars 4G1 (pairs)
Bars 4G3 (pairs) (Typ.)
C-I-P Pedestal
6"
Bars 4G2 (pairs) (Typ.)
1’
-1b "
C:
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dgn
1’
-0"
Bars 4J
Coping
Bars 4G5 (pairs)
2 sp. @ 6"
sm 970re
2 sp. @ 6"
1’-1"
Spacing for Bars
5"
5 sp. @ 6"
5"
1’-1"
4G1, 4G2, 4G3 & 4M2
2’-6"
2’-6"
2’-6"
»¿ Expansion Joi
Junction Slab, Raised
7:
01:
54 PM
»¿ C-I-P Pedestal & Lig
4’-6" Min.
Sidewalk or Sidewalk
PLAN VIEW
6/24/2013
(Junction Slab reinforcing not shown for clarity)
LAST
REVISION
07/01/13
REVISIO N
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
COPING MOUNTED LIGHT POLE PEDESTAL
SHEET
NO.
NO.
6200
1of 3
9’-0b"
1’-6b "
5’-0"
2’-6"
1’-4b "
1’-1b "
C-I-P Traffic Railing (32" F-Shape Shown,
Other Traffic Railings Similar)
Coping
»¿ Light
Gutter Line (shown)
or Front Face of
Concrete Parapet
1b " Conduit
2" Conduits
Top of Junction Slab,
Bars 5V2 @ 8" sp.
Raised Sidewalk or
Sidewalk (See Note 4)
Top of C-I-P Coping
(See Note 6)
(Const. Joint Required)
Slope C-I-P Pedestal Surface
Shoulder or
Riding Surface
Roadway Pavement
Longitudinally with Profile Grade
"
(
Se
e No
t
e4
)
1
Bars 4G1 (pairs)
"
Elevation
(Typ.)
2’
-0"
6"
Bars 4G5
(pairs)
C-I-P Pedestal
6"
Bars 5B3
Spacing
Bars 4M1
4" Cover (Bottom)
@ 8" sp.
2" Cover (Top & Sides)
3"
Bars 4H1
Bars 5B3
1’
-9"
Bars 4H2
(
See Note 2)
C:
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Top of Coping
Bars 4G4 (pairs)
» ¿
1
Bars 5S (See Note 6)
Sl
o
p
e Va
r
i
e
s
Varies
Construction
»¿(1’-1˘" Max., 3" M
Joint
Bars 4M2 @ 6" sp.
Permitted
Bars 4J @ 8"– sp. (tie to Alternate Bars 4A
Bars 4G4 (pairs) (Typ.)
in Junction Slab) (See Note 3)
Retaining Wall
3" Min.
Two Layers 30Lb. Roofing Felt
(Type Varies)
Expanded Polystyrene shown
4 sp. @ 1’-0" = 4’-0"
Spacing
hatched (b" Each Side)
Bars 5B3
See
6"
Note 5
Smooth or
Textured Face
of Retaining Wall
TYPICAL SECTION AT LIGHT POLE PEDESTAL
(Traffic Railing Shown, Concrete Parapet Similar)
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
sm 970re
NOTES:
1.
Provide Concrete Class to match adjacent coping.
2.
For junction slabs, increase the 1’-0" depth dimension to 1’-9". For sidewalks
see Index No. 6130 for C-I-P Coping, but increase 6" depth dimension to 1’-6". The
minimum length of the Junction Slabs, Raised sidewalks and Sidewalks is
7:
01:
56 PM
30’-0", measured along the Gutter Line.
3.
Bars 4J are only required when pedestals are behind a Traffic Railing.
4.
Match the slope of the adjoining junction slab and shoulder or roadway pavement,
raised sidewalk or sidewalk.
Actual width varies depending on type of Retaining Wall used.
6.
See Index No. 6110 for Bars 5V2 and 5S.
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
5.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
COPING MOUNTED LIGHT POLE PEDESTAL
SHEET
NO.
NO.
6200
2 of 3
REINFORCING STEEL BENDING DIAGRAMS - LIGHT POLE PEDESTAL
5’-0" Max. (Left or Right)
5
7
7’-2"
G1
4
16
5’-8"
G2
4
4
4’-8"
G3
4
4
4’-2"
G4
4
6
8’-10"
G5
4
4
7’-4"
H1
4
3
9’-8"
H2
4
2
13’-8"
J
4
12
6’-0"
M1
4
12
5’-10"
M2
4
10
3’-8"
BAR 4H2
2’
-0"
Varies (Transition to
2’-7"
Minimum Limits of C-I-P Coping
2’-6"
4G1
2’-0"
4G2
1’-9"
4G3
3’-8"
4G4
2’-11"
4G5
ELEVATION VIEW
(Junction Slab Reinforcing & Bars 4J not Shown for Clarity)
(Traffic Railing Shown, Concrete Parapet Similar)
4G4 & 4G5
Junction Slab
4G1, 4G2 & 4G3
7’-6" (Length of 1’-9" Thick Junction Slab)
2’-7"
BAR 4H1
1’-9" Thick Junction Slab)
Junction Slab
2’-4"
4M1
5’-0"
4M2
2’-2"
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
1b " Conduit
4M 2
2’-6"
1’-9" Thick Junction Slab)
BARS 4G1, 4G2, 4G3,
Light Pole
Wire Screen
NOTES:
(See Spec. 649-6)
1. Field Cut Bars 4M2 as required to maintain minimum cover.
2" Conduit
Light Pole Base
4G4 & 4G5
(See Note 2)
REINFORCING STEEL NOTES:
Dia. M ax.
Leveling Nut
BAR 4M1 & 4M2
2. Maximum clearance between leveling nut and top of pedestal
will not exceed anchor bolt diameter.
Plate (Level)
1 ~ Bolt
C:
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3"
–
Wall Coping
2’-7"
4M 1
2’-6"
Bottom of MSE
(See Note 1)
2’-4"
10"
2’-6"
Varies (Transition to
Bars 4M2
2’-7"
1’
-5b "
2" Cover (Top & sides)
BARS 5B3 & 4J
1’
-6"
Bottom of Thickened Junction Slab
7b "
(pairs) (Typ.)
4" Cover (Bottom)
@
Bars 4H1
Bars 4G4
Bottom of C-I-P Pedestal
6’-0"
2’
-7"
45 (Typ.)
Varies
Bars 4G5 (pairs) (Typ.)
2b "
Bars 4G3 (pairs) (Typ.)
Junction Slab
3 sp.
(pairs)
Coping)
Bars 4G1
Bars 4G2 (pairs) (Typ.)
Top of recess
& Bottom of
6"
Bars 4H2
2’
-3"
See Detail "A"
2" Conduit
(
C-I-P/Precast
1b " Conduit
(
C-I-P Pedestal)
Spacing Bars 4H
»¿
4J
2’
-0"
B3
2’
-7"
SIZE
2’
-7"
NO. REQD. LENGTH
MARK
»¿and Light
7’-2"
2’
-0"
Top of Traffic Railing
»¿ C-I-P Pede
5B3
2’
-7"
BILL OF REINFORCING STEEL
1. All bar dimensions in the bending diagrams are out to out.
2. Lap splices for Bars 4G1, 4G2 & 4G3 will be a minimum of 1’-4". Lap
splices for Bars 4G4 & 4G5 will be a minimum of 1’-8".
3. The Contractor may use Welded Wire Reinforcement (WWR) when
approved by the Engineer. WWR must consist of deformed wire meeting
ESTIMATED QUANTITIES
ITEM
the requirements of Specification Section 931.
UNIT
QUANTITY
Concrete (Pedestal)
CY
0.926
Concrete (Thickened Junction Slab)
CY
1.222
Reinforcing Steel
LB
349
Washer
Slope C-I-P Pedestal
(Typ.)
sm 970re
Surface Longitudinally
with Profile Grade
Anchor Plate
7:
01:
58 PM
Anchor Bolts
(The quantities above are for one C-I-P Light Pole Pedestal. The
concrete quantity for the thickened junction slab is based on a
6" increase in thickness and a 5" wide retaining wall panel.
Adjust thickened concrete quantity as required for raised sidewalks
and sidewalks.)
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
DETAIL "A"
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
COPING MOUNTED LIGHT POLE PEDESTAL
SHEET
NO.
NO.
6200
3 of 3