POLE DATA

HELIX

PILOT

SHAFT:

GALVANIZE FOUNDATION PER ASTM A153 AFTER FABRICATION.

CARRIAGE BOLTS: SAE J429 GRADE 5 GALVANIZED A153 CLASS C

HEAVY HEX NUTS: ASTM A563 GRADE D OR DH GALVANIZED A153

WASHERS: ASTM F436 GALVANIZED A153

2'-0"

A

FINISHED GRADE

F2530

F3540

F4550

UP TO 30'

STREET LIGHT FOUNDATION DATA

A

2'-0''

2'-0''

2'-6'' 6'-0''

5'-6''

5'-0''

B STEEL

50 lb.

55 lb.

63 lb. 1.10 CU. YDS.

0.64 CU. YDS.

0.58 CU. YDS.

CONCRETE

3'-

0"

VARIES

SLOPE

VARIES

SLOPE

SLOPE

VARIES

SLOPE

VARIES

FINISHED GRADE

FOUNDATION MUST BE INSTALLED PRIOR TO TRENCHING

AND WITHOUT PILOT HOLE.

FOUNDATION MUST BE INSTALLED WITH BASEPLATE

LEVEL AND FLUSH WITH FINISHED GRADE.

ANCHOR BOLT DETAIL

CONCRETE FOUNDATION

LIGHT POLES LOCATED ON SLOPE

POWER INSTALLED FOUNDATION

STREET LIGHTING POLE ELEVATION

POLE TYPE AND SIZE LEGEND

8" MINIMUM

GALVANIZED 6"

4"

EXAMPLE: SL-A-C-40-T6/12T-3

PROJECTION 2 3/4"

ANCHOR BOLT

12"

MINIM

UM

NO. 6 BARE COPPER

GROUNDING LUG WITH

CONDUCTOR TO POLE

ATTACH GROUNDING

MINIM

UM

MINIMUM

3"

3" MINIMUM

SLOPE

TRANSITION

5' |

31' TO 40'

41' TO 50'

FOR GROUND

1 1/2" CONDUIT

3' |

2'-0"

CLAD GROUND ROD

5/8" x 10' COPPER

POLE REQUIREMENTS

ANCHOR BOLTS PER

30"

1" CHAMFER, ONLY IF IN GRASS

B

1/2" BELOW TOP OF FOUNDATION

1" PREFORMED EXPANSION JOINT,

FOUNDATION ELEVATION

SIDEWALK TO MEET TOP OF

FROM THE DESIGN PLANS

FINISHED TO ELEVATIONS PROVIDED

TOP OF FOUNDATION SHALL BE NEATLY

MO

UN

TIN

G

HEIG

HT

MAST ARM LENGTH

3'-

6" (SIN

GLE

ME

MB

ER)

5'-

6" (T

RU

SS T

YPE)

FINISHED GRADE

1'-6"

8"

5' IF<

30'; 6' IF 31'-40'; 7' IF>

40'

(2 AT 180°)

ENTRANCE

CONDUIT

2 1/2" x 18"

FOR GROUND

1/2" CONDUIT

GROUNDING LUG

COPPER TO POLE

ATTACH NO. 6 BARE

MOUNTING HEIGHTFOUNDATION

18"

0" if in side

walk

1" if in grass

OR SHORTING CAP

PHOTO CONTROL

BASE

HAND HOLE

4" GRAVEL

MASK

6" BACKFILL

1"

1"-2"

EMBEDDED POLE

POLE

DEPT

H

VA

RIE

S

AS PE

R

MA

NU

FA

CT

UR

ER

GROUND ROD

COPPER CLAD

5/8" X 10'

MASK

2'

MINIMUM

FINISHED GRADE

BE FLUSH WITH

FOUNDATION MUST

TRANSITION SLOPE

DIAMETER BOLT

SLOT FOR 1"

BASE PLATE

CLAMP

1 1/2" CONDUIT ELBOW

SHAFT

CLAD GROUND ROD

5/8" x 10' COPPER

CLAMP

6 NO. 6 BARS

4 NO. 4 BARS

1'

MINIM

UM

BACKFILL

FOAM1'

BOLT CIRCLE AS REQUIRED

CONDUIT

WIRING SUPPORT HOOK: REQUIRED

HAND HOLE

INSIDE SURFACE OF POLE OPPOSITE

GROUNDING LUG: 13 NC NUT WELDED TO

CLOCKWISE FROM MAST ARM

COVER, APPROXIMATELY 3" x 5", 90°

HAND HOLE: REINFORCED HAND HOLE WITH

TAPER: 0.14" PER FOOT

FINISH: GALVANIZED STEEL

SECTION: TAPERED ROUND

GAUGE: 11

MATERIAL: STEEL

10'

LUMINAIRE ARM

DEGREES RIGHT OF

HAND HOLE 90

FOUNDATION:

NOTES:

HARDWARE:

STREET LIGHTING POLES

(WHEN REQUIRED)

LUMINAIRE ARM

180 DEGREES FROM

FESTOON OUTLET

LSP 92

FLAT WASHERS GALVANIZED: (AASHTO M293)

HEAVY HEX GALVANIZED NUTS: (AASHTO M291, GR A)

ANCHOR BOLTS: 1" DIAMETER (AASHTO M314, GR.55)

REINFORCING STEEL: EPOXY COATED, GRADE 60

BASE PLATE:

HELIX:

PILOT:

ASTM A36

ASTM A29

ASTM 575

ASTM A53 SCHEDULE 4 }, GRADE B.

ASTM A501 OR ASTM A252, GRADE 2.

PED HEAD @ 42" DEEP)

1 1/2" CONDUIT (3" IF WITH

UPSWEEP OF LUMINAIRE ARM

T - TRUSS

SINGLE IS NO DESIGNATION

ARM TYPE

SECOND ARM LENGTH, IF DIFFERENT

ARM LENGTH

ONLY IF TWIN STREET LIGHT ARM

MOUNTING HEIGHT

W - WOOD

SP - SPECIAL

S - ON STRUCTURE

PI - POWER INSTALLED

EM - EMBEDDED

C - CONCRETE FOUNDATION

B - BREAKAWAY

T - TRANSFORMER BASE

A - ANCHOR BASE

STREET LIGHT POLE

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SHEET NO.

Drawn:

Checked:

Approved:

Date:

Horz. Scale:

PROJECT NO.

EFFECTIVE DATE MARCH 22, 2017

LSP 92

LSP 92

LSP 92

1

CAW

NONE

2/17/2017

RE

ENI

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NE LIVI

C LANOISS

EF

OR

P

AKSARBEN FO ET

AT

S

LONNIE J.

BURKLUND

E-10824

This

doc

umen

t was

orig

inal

ly is

sued

and

sea

led

by L

onni

e J.

Bur

klun

d, E

-108

24, o

n 2-

17-2

017.

Thi

s m

edia

sho

uld

not b

e co

nsid

ered

a c

ertif

ied

docu

men

t.