Document 2799979

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. (Pull Box Side) (See Note 9)
Axial Deadload
=
Windload Moment about Transverse Axis (*)
=
40.60 kip-ft
Windload Moment about Longitudinal Axis (*)
=
28.30 kip-ft
Deadload 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)
Varies (Transition to
Varies (Transition to
1’-9" Thick Junction Slab)
1’-9" Thick Junction Slab)
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
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
Length of 1’-6" Thick Junction Slab ~ 7’-6"
4.
Install Anchor Bolts plumb.
5.
For conduit, pull box and expansion/deflection fitting details, see Utility Conduit Detail Drawings.
6.
12 Bars 4J & 4M1 (Top & Bottom) @ 8"–
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
of the pedestals, pull boxes and miscellaneous hardware required for the completion of the electrical
Bars 5B3
system in the Bid Price for either the Traffic Railing or Concrete Parapet that the pedestal is
Field Cut Bars 4M2 as required to maintain clearance.
Bars 4J
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
Index No. 6130
(See Note 5)
Construction
2 ~ 2" Conduits
Gutter Line (shown)
or Front Face of
Concrete Parapet
1’
-8"
Joint
4G4 & 4G5 (
pairs)
12. For Estimated Quantities, see Sheet No. 3.
»¿ Pul
Spacing for Bars
Bars 5B3 spaced @
1’
-0"
behind.
7.
Traffic Railing or
Concrete Parapet
Bars 4M2 (See Note 7)
Bars 4H
1
2"
»¿ Light
Anchor Bolt Circle
2" Cover (Typ.)
1’-1b " (See Note 8)
Coping
9
1’
-1b "
Bars 4G4 (pairs)
C.
I.
P. Pedestal
Bars 4G1 (pairs)
2’
-6"
1 ~ 1b " Conduit
Bars 4G3 (pairs) (Typ.)
3 Sp. @
6"
Bars 4G2 (pairs) (Typ.)
Bars 4G5 (pairs)
2 Sp. @ 6"
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
»¿ C.I.P. Pedestal & Lig
4’-6" Min.
Sidewalk or Sidewalk
PLAN VIEW
(Junction Slab reinforcing not shown for clarity)
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
REVISIONS
DATE
BY
01/01/11
SJN
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Index No. & Title (Previously Index No. 5300, Sheet 16 of
19); Changed width of junction slab, Note 10 & "pilaster" to
"pedestal".
COPING MOUNTED LIGHT POLE PEDESTAL
Interim
Date
Sheet No.
01/01/11
1 of 3
Index No.
6200
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
1
Bars 4G1 (pairs)
"
(pairs)
Spacing
Bars 4M1
4" Cover (Bottom)
@ 8" sp.
2" Cover (Top & Sides)
Bars 5B3
Bars 4H1
2’
-0"
C.
I.
P. Pedestal
6"
Bars 4G5
Recess
(Typ.)
» ¿1
0˘ "
6"
Bars 5B3
»¿
Varie
s (
9
Elevation
Bars 4H2
(
See Note 2)
1’
-9"
Top of Coping
Bars 4G4 (pairs)
M ax.
, 3" M in.
)
"
(
Se
e No
t
e4
)
» ¿
1
Bars 5S (See Note 6)
Sl
o
p
e Va
r
i
e
s
Construction
Bars 4M2 @ 6" sp.
Joint
Permitted
Bars 4G4 (pairs) (Typ.)
Bars 4J @ 8"– sp. (tie to Alternate Bars 4A
1" Preformed Joint Filler (Top)
in Junction Slab) (See Note 3)
3" Min.
Retaining Wall
& Expanded Polystyrene shown
(Type Varies)
hatched (
b " Each Side)
4 Sp. @ 1’-0" = 4’-0"
Spacing
Smooth or
Bars 5B3
See
6"
Textured Face
of Retaining Wall
Note 5
TYPICAL SECTION AT LIGHT POLE PEDESTAL
(Traffic Railing Shown, Concrete Parapet Similar)
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
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
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.
5.
Actual width varies depending on type of Retaining Wall used.
6.
See Index No. 6110 for Bars 5V2 and 5S.
REVISIONS
DATE
BY
01/01/11
SJN
DESCRIPTION
DATE
2010 Interim Design Standard
BY
DESCRIPTION
New Index No. & Title (Previously Index No. 5300, Sheet 17 of
19). Changed Junction Slab.
COPING MOUNTED LIGHT POLE PEDESTAL
Interim
Date
Sheet No.
01/01/11
2 of 3
Index No.
6200
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"
See Detail "A"
2" Conduit
Bars 4G1
Bars 4G2 (pairs) (Typ.)
Top of recess
45 (Typ.)
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"
2’
-0"
2’-7"
2’-7"
Varies (Transition to
2’-7"
2’-7"
4G2
1’-9"
4G3
3’-8"
4G4
2’-11"
4G5
(Junction Slab Reinforcing & Bars 4J not Shown for Clarity)
(Traffic Railing Shown, Concrete Parapet Similar)
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
1b " Conduit
4M1
5’-0"
4M2
2’-2"
4M 2
2’-0"
1’
-5b "
4G1
4G4 & 4G5
ELEVATION VIEW
2’-6"
4G1, 4G2 & 4G3
Junction Slab
4M 1
BAR 4H1
1’-9" Thick Junction Slab)
7’-6" (Length of 1’-6" Thick Junction Slab)
2’-4"
10"
2’-6"
7b "
2’-6"
1’-9" Thick Junction Slab)
Junction Slab
2’-4"
BAR 4H2
1’
-6"
2’-6"
BARS 5B3 & 4J
(See Note 1)
2" Cover (Top & sides)
Varies (Transition to
3"
–
Bars 4M2
(pairs) (Typ.)
4" Cover (Bottom)
Bottom of Thickened Junction Slab
2b "
Bars 4H1
Bars 4G4
Bottom of C.I.P. Pedestal
@
Bars 4G5 (pairs) (Typ.)
Varies
Junction Slab
3 sp.
(pairs)
Bars 4G3 (pairs) (Typ.)
& Bottom of
6"
Bars 4H2
6’-0"
2’
-7"
1b " Conduit
C.
I.
P. Pedestal
Spacing Bars 4H
»¿ Pul
4J
2’
-0"
B3
2’
-7"
SIZE
7’-2"
2’
-7"
NO. REQD. LENGTH
MARK
»¿and Light
5B3
2’
-0"
Top of Traffic Railing
»¿ C.I.P. Pede
2’
-7"
BILL OF REINFORCING STEEL
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
will not exceed anchor bolt diameter.
Leveling Nut
(See Note 2)
REINFORCING STEEL NOTES:
Diam eter
M axim um
1 ~ Bolt
Plate (Level)
BAR 4M1 & 4M2
2. Maximum clearance between leveling nut and top of pedestal
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 when approved by the
Engineer. Welded Wire Reinforcement will conform to ASTM A 497.
ESTIMATED QUANTITIES
ITEM
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.)
Surface Longitudinally
with Profile Grade
Anchor Plate
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.)
DETAIL "A"
REVISIONS
DATE
BY
DESCRIPTION
01/01/11
SJN
New Index Number (Previously Index No. 5300, Sheet 18 of 19);
Changed number of Bars 5B3 & 4J, length of Bars 4M1 and
ESTIMATED QUANITITIES.
DATE
2010 Interim Design Standard
BY
DESCRIPTION
COPING MOUNTED LIGHT POLE PEDESTAL
Interim
Date
Sheet No.
01/01/11
3 of 3
Index No.
6200