DESIGN CRITERIA: HIGHMAST LIGHTING NOTES:

HIGHMAST LIGHTING NOTES:
DESIGN CRITERIA:
1.
1.
Designed in accordance with the FDOT Structures Manual.
2.
Poles are designed to support the following:
High Mast materials:
a. Pole: ASTM A1011 Grade 50, 55, 60 or 65 (Less than …") or ASTM A572 Grade 50,
55, 60, or 65 (…" and over) or ASTM A595 Grade A (55 ksi yield) or Grade B (60
ksi yield).
a.
(1) cylindrical head assembly with a maximum effective projected
b.
(8) cylindrical luminaires with a maximum effective projected area
area of 6 SF (Cd=1) and 340 lbs (Max).
b. Steel Plates: ASTM A709 Grade 36 or ASTM A36
of 3.0 SF (Cd=0.5) and 77 lbs. each.
c. Weld Metal: E70XX
3.
d. Anchor Bolts: ASTM F1554 Grade 55 with ASTM A563, Grade A heavy-hex nuts and
plate washer.
Foundation design based upon the following soil criteria:
Classification
= Cohesionless (Fine Sand)
Friction Angle
= 30 Degrees (30)
Unit Weight
=
50 pcf (assumed saturated)
e. Handhole: ASTM A709 Grade 36 or ASTM A36 Frame with ASTM A36 cover.
Only in cases where the Designer considers the soil types at the
f. Caps: ASTM A1011 Grade 50, 55, 60 or 65 or ASTM B209.
specific site location to be of lesser strength properties should an
analysis be required. Auger borings, SPT borings or CPT soundings may
g. Nut Covers: ASTM B26 (319-F)
be utilized as needed to verify the assumed soil properties, and at
relatively uniform sites, a single boring or sounding may cover several
h.
Stainless Steel Screws:AISI Type 316
foundations. Furthermore, borings in the area that were performed for
other purposes may be used to confirm the assumed soil properties.
2.
Reinforcing steel: ASTM A615, Grade 60.
3.
Concrete: Class IV (Drilled Shaft) with a minimum 4,000 psi compressive strength at
4.
Foundation applies only to slopes of 1:4 or flatter. Provide a minimum
5.
Poles are designed for 6 mil galvanization thickness.
24" shaft projection on the high side.
28 days for all environmental classifications.
4.
Welding: American Welding Society Structural Welding Code (Steel)
ANSI/AWS DI.1
Current edition).
5.
Galvanization:
a. Nuts, Bolts, Washers and Threaded Bars/Studs: ASTM F2329.
b. Other items (Including Pole): ASTM A123
6.
Hole diameters for anchor bolts: not greater than the bolt diameter plus ‰".
7.
Poles: Tapered with the diameter changing at a rate of 0.14 inch per foot with a
minimum 16-sided pole shaft and maximum of two longitudinal seam welds. Circumferentially
welded pole shaft butt splices and laminated pole shafts are not permitted.
Longitudinal seam welds within 6 inches of pole to base must be complete penetration
welds. Longitudinal seam welds at telescopic field joints must be complete penetration
welds for the splice length plus 6 inches.
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8.
One hundred percent of full-penetration groove welds and a random 25 percent of
partial penetration groove welds shall be inspected. Full-penetration groove weld
inspection shall be performed by nondestructive methods of radiography or
ultrasonics.
9.
Furnish each pole with a 2"x4" (Max.) aluminum identification tag. Submit details for
approval. Secure to pole with 0.124" stainless steel rivets or screws. Locate
identification tag on the inside of pole and visible from handhole. Include the
following information: Financial Project ID, Pole Mounting Height, Manufacturer’s Name, Fy of
Steel, and Base Wall Thickness.
10. Verify CSL access tubes will not interfere with anchor bolt installation before
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 anchor bolt
6/28/2012
12:
22:
50 PM
rd960rh
locations.
LAST
REVISION
01/01/12
REVISIO N
STANDARD POLE DESIGN NOTES
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
HIGHMAST LIGHTING
NO.
17502
SHEET
NO.
1
Luminaire Head
Length Section (
1)
Pole Design Table*
Section 1 (Top)
Design
Wind
Speed
Joints
Splice Length (
1)
Telescopic Field
Luminaires
(8 Maximum)
110 mph
Round or 16-Sided
Pole (Faces not
shown for clarity)
(see Note 9)
Handhole Door
Section 3
Minimum
Minimum
Minimum
Tip Dia. Base Dia. Length WallTh.
Tip Dia. Base Dia. Length WallTh.
Tip Dia. Base Dia.
Splice L.
Splice L.
Splice L.
80
42’-0"
0.250"
2’-0"
5.313"
11.219"
40’-0"
0.250"
---
100
24’-6"
0.179"
2’-0"
120
44’-9"
0.250"
2’-0"
10.375"
16.000"
---
---
---
---
---
6.406"
9.844"
40’-0"
0.250"
6.250"
12.531"
40’-0"
0.250"
2’-6"
9.188"
14.781"
40’-0"
0.250"
---
13.875"
19.500"
2’-9"
11.688"
17.313"
40’-0"
0.313"
---
16.375"
22.000"
80
42’-0"
0.250"
2’-0"
5.281"
11.188"
40’-0"
0.313"
---
10.375"
16.000"
---
---
---
---
---
100
24’-6"
0.179"
2’-0"
6.906"
10.344"
40’-0"
0.250"
2’-6"
9.656"
15.281"
40’-0"
0.313"
---
14.375"
20.000"
120
45’-6"
0.250"
2’-6"
9.250"
15.625"
40’-0"
0.250"
3’-0"
14.719"
20.344"
40’-0"
0.313"
---
19.375"
25.000"
80
42’-3"
0.250"
2’-3"
7.281"
13.219"
40’-0"
0.313"
---
12.375"
18.000"
---
---
---
---
---
100
24’-6"
0.250"
2’-0"
8.188"
11.625"
40’-0"
0.313"
2’-6"
10.781"
16.406"
40’-0"
0.375"
---
15.375"
21.000"
120
46’-6"
0.250"
3’-0"
12.406"
18.938"
40’-0"
0.313"
3’-6"
17.938"
23.563"
40’-0"
0.375"
---
22.375"
28.000"
* Diameter Measured Flat to Flat
Joints
Splice Length (
2)
Length Section (
n)
Identification Tag
150 mph
Length WallTh.
Section 2
Base Plate and Bolts Design Table
Telescopic Field
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0.
14 in/ft Taper, Typ.
Length Section (
2)
Overall H eight
130 mph
Pole Overall
Height (ft)
Design
Wind
Speed
Pole Overall
Height (ft)
Base Plate
Diameter
Base Plate
Thickness
Bolt
Circle
No.
Bolts
Bolt
Diameter
Bolt
Embedment
80
30.0"
2.500"
23.0"
8
1.75"
38"
110 mph
100
33.5"
2.500"
26.5"
8
1.75"
42"
120
36.0"
2.750"
29.0"
8
1.75"
45"
130 mph
150 mph
Base Plate
Shaft Design Table
80
30.0"
2.500"
23.0"
8
1.75"
43"
100
34.0"
2.750"
27.0"
8
1.75"
50"
120
41.0"
3.250"
33.0"
8
2.00"
80
32.0"
2.750"
25.0"
8
1.75"
100
37.0"
3.000"
29.0"
8
2.00"
53"
120
46.0"
3.250"
37.0"
10
2.25"
57"
Design
Wind
Speed
Pole Overall
Height (ft)
80
110 mph
100
Shaft
Diameter
Shaft
Length
Longitudinal
Reinforcement
4’-0"
13’-0"
14 - # 11
4’-0"
15’-0"
14 - # 11
120
4’-6"
16’-0"
16 - # 11
80
4’-0"
14’-0"
14 - # 11
100
4’-0"
16’-0"
14 - # 11
52"
120
4’-6"
18’-0"
16 - # 11
49"
80
4’-0"
16’-0"
14 - # 11
100
4’-6"
17’-0"
16 - # 11
120
5’-0"
20’-0"
18 - # 11
130 mph
150 mph
rd960rh
Wire screen
2’-0" Min.
to highmasts
on Fill
Fill H eight
Line adjacent
25’M axim um
Natural Ground
6/28/2012
12:
22:
53 PM
4
(Max. Slope)
1
Drilled
Shaft
LAST
REVISION
01/01/09
REVISIO N
ELEVATION
POLE DESIGN TABLES
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
HIGHMAST LIGHTING
NO.
17502
SHEET
NO.
2
10"
11"
Shaft Diameter
Base Plate
4"
p
a
"L
2
’
2
)
.
n
Mi
(
Diameter
Handhole Ring
Bolt Circle
1
2"
Center of
x 6" Ring
1
4"
#5 Tie Bars
Drilled Shaft
Thick
Handhole
Door
Padlock Tab
CSL tube (Typ.)
114"
1’
-9"
C
1’
-8"
C
10"
Full Pen.
Padlock Tab
6"
B
B
Hinge Mount
(Typ.)
Edge of
Equally Spaced.
Base Plate
Longitudinal
Reinforcement
Eq. Spaced
(See Table For
Reinforcement)
(See Table)
Center of Drilled
Base
Partial Penetration
6" Cover
Joint
(Typ.)
"
"
3 4
=
R
Diameter (Pole)
Shaft, Base
4"
Anchor Bolts
3 4
2
Full Pen.
=
R
2
Plate, and Pole
FOUNDATION PLAN
(T = Wall Thickness)
SECTION A-A
HANDHOLE RING
(Anchor Bolts and Conduits Not Shown)
HANDHOLE DOOR
2 X Bolt Diameter
…" »¿Wall Thk. +
45 deg.
x Wall Thk.
Bolt Circle
Anchor Bolts
Base Plate
Shaft Diameter
Double Nuts, Top Nut may be half
Diameter
Nut Cover (not shown) for each bolt
114"
1’
-8"
Base Plate
(
Top)
4" Cover
…"
6 Sp. @
Ring
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1" Min.
4"
Handhole
Silicone Caulk
Plate Washer
5"
E
M in.
2’
-0"
3
8"
E
»¿3"X ˘" Backing
height ’Jam’ Nut. Provide individual
1" x 1" Chamfer
Base Plate
Thickness
Opening
(1) Bolt Diameter
Handhole
(Max.)
Door
Anchor Bolt
A
A
Drilled Shaft
Leveling
Wire screen
Finished Grade
1: 4 Max Slope
Tip Diameters or
Base Diameters
measured flat to flat
SECTION C-C
Center of Arm
Sp. @
M in.
Bolt Em bedm ent
2’
-0"
see Spec. 649-6
1’
-6" (
M ax.
)
12"
Base Diameter
rd960rh
Shaft Length
Nuts
Inside Radius
Double Nuts (Typ.)
Wall
measure center
Thickness
to flat
Typ. (see Note)
6/28/2012
BASE PLATE AND ANCHORAGE ELEVATION
(Conduits Not Shown)
Break Radius Typical
Spacing
Drilled Shaft
# 5 Ties
12:
22:
56 PM
1"
7"
0.6 x Wall Thickness
6" Cover
NOTE:
Min. Break Radius
Longitudinal seam welds within six inches of
= 0.25 x (Inside
circumferential welds shall be complete penetration
Radius)
welds. Longitudinal seam welds at telescopic field
splices shall be complete penetration welds for
(Typ.)
the splice length plus six inches.
SECTION B-B
(Conduits Not Shown)
SECTION E-E
REVISION
07/01/10
REVISIO N
POLE FOUNDATION
LAST
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
HIGHMAST LIGHTING
NO.
17502
SHEET
NO.
3
Twistlock disconnect
Schedule 40 PVC conduit. Circuit conductors
and conduit size as shown In plans. (Typical).
Schedule 40
PVC conduit
with 4/0 Cu
Pigtail Cord W/Female Receptacle
bare ground
wire.
Male Inlet
Circuit Breaker Panel Box with Surge
Interrod distances must
Arrester mounted to Top of Circuit Breaker
be a minimum of 10’.
Panel Box for easy access. Service entrance
fittings shall be used on all conductors entering
Circuit Breaker Panel Box.
Attach Copper Lugs (Two-Hole,
Straight Tongue, Two-Barrel)
to winch support plate to
#6 ground
accommodate 2-4/0 and 2-#6
conductors for grounding.
4/0 ground
Schedule 80
PVC conduit
Wire Screen
see Spec. 649-6
2’
4/0 AWG stranded
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CU bare ground
wire connected to
grounding lug
inside pole.
#6 Bonding Ground
expansion
2’
-6"
3
8"
joint (sealed)
12" bed of pearock or
crushed stone for drainage.
U L approved ground rod 58"
diameter 20’ long copper clad with
approved ground connection.
4/0 Cu bare
ground wire
connected to
Minimum of (6)
5
8"
x 20’
rd960rh
approved ground rods.
Schedule 40
grounding field
PVC conduit
or array.
with 4/0 Cu
bare ground
Schedule 40 PVC conduit. Circuit conductors
12:
22:
58 PM
wire.
and conduit size as shown in plans. (Typical).
NOTES:
1.
At all pull boxes and pole bases, ends of conduit shall be sealed in accordance with Section 630 of the
6/28/2012
Standard Specifications For Road And Bridge Construction.
2.
Slabs to be placed around all Poles and Pull Boxes.
3.
For Pull Boxes between Poles refer to Index 17500.
LAST
REVISION
01/01/12
REVISIO N
WIRING DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
HIGHMAST LIGHTING
NO.
17502
SHEET
NO.
4
To
The contractor’s attention is directed to those plan
Luminaire
sheets detailing the mounting of luminaires at the
pole top.
Particular attention is directed to
Ground to Winch
alignment of luminaire light distributions. Special
Cover
attention must be exercised in the physical alignment
Support Plate
of these luminaires to ensure that the approved
photometric layout is physically produced at each
Circuit Panel
Equipment
lighting standard in the field. A marking shall be
SPD
Ground Conductor
placed on the external face of the refractor to
Breaker
allow visual inspection of alignment. The marking
shall correspond to the 0 axis of the refractor.
Head plate
See legend for number
4/0 Ground
of luminaires, lamp wattage
and light distribution.
Lift cable sheaves
Conduit
Luminaire support ring
Grounding Array
480V Phase
#6 Bonding Ground
to Phase
Lift cables (2 minimum)
Pole cable
20’ Ground
& sheaves
Pull Box
Rod
2" slip fitter
Cover
HI
GH MAST POL
E WI
RI
NG DI
AGRAM
Lift
cables
Power Cable Terminator
600 Volt rated Pole Cable.
Luminaires
Size of conductors to be determined
by luminaire load.
All hardware for mounting heavy duty
drill to pole shall be Stainless Steel.
Male Inlet
1
2"
C:
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2" Slip-fitter Assembly
Slip clutch
Step-down transformer provided with
(equally spaced around ring)
120V. grounded receptacle for electric
drill & receptacle for supply cable.
Power Cord
(see schematic)
With Male Inlet
25’ minimum remote control cable
same as Pole Cable.
ON
OFF
Remote
control
switch
Covered receptacle to power
luminaires when in the lowered
Receptacle
position with Male Inlet.
Pole Cable
High mast pole
Winch cable
off
on
Female Plug
Circuit Breaker Cable
rd960rh
heavy duty reversible or 1 HP
Portable Motor(1) per project.
Luminaire support ring
with Female Plug
gnd.
Remote control switch
Positive drive reversible winch
12:
23:
01 PM
Hand hole
Winch
Supply cable receptacle
Lock nuts
A surge protector shall
600 Volt rated Circuit Breaker Cable.
be located in the pole with
Size of conductors to be determined
the circuit breaker. The surge
SCHEMATI
C OF REMOTE AUXI
L
I
ARY POWER UNI
T
by luminaire load.
protector shall be mounted
6/28/2012
at the front near hand hole
for easy access.
LAST
REVISION
01/01/12
REVISIO N
Base plate
Base plate
LOWERING DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
HIGHMAST LIGHTING
NO.
17502
SHEET
NO.
5
10’-0"
2’-0"
Varies
Varies
NOTES:
1.
Use compacted select material in accordance with Index 505.
2.
Concrete shall be Class NS with a minimum strength at 28 days of f’c=2.5 ksi.
3.
Outside edge of slab shall be cast against formwork.
4.
The pull box shown is 13" x 24"; others approved under
Section 635 of the Standard Specifications may be used.
5.
Slabs to be placed around all Poles and Pull Boxes. In urban areas or where
12"
Pull Box
10’
-0"
C
space is limited slab dimensions may be adjusted as shown in the plans.
6.
13"
Typ.
C
Concrete for slabs around poles and pull boxes shall be included
1
2"
The expansion joint shall consist of ‰" of closed-cell polyethelene foam
expansion material. The top ‰" of expansion material shall be removed after
5’
in the price of pole or pull box.
7.
Expansion
Joint (Sealed)
pouring the slab and sealed with a QPL approved Type A sealant meeting the
requirements of Section 932.
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SLAB DIMENSIONS
1
2"
Expansion Joint (Sealed)
SHAFT LOCATION
6"
L BOX
PUL
ON
OCATI
L
6"
rd960rh
4" SELECT MATERIAL
6/28/2012
12:
23:
04 PM
SECTION C-C
REVISION
07/01/12
REVISIO N
SLAB DETAILS
LAST
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
2013
HIGHMAST LIGHTING
NO.
17502
SHEET
NO.
6