HomeMy WebLinkAbout1691-5POLE
TYPE
POLE
HEIGHT .B GAUGE
-
POL E BA SE
DIAMETER
c
BASE PLATE
DIMENSIONS
BA SE PL.
SL O T S/ Z E
t
ANCHOR BOLTS
DIMENSIONS
+*
BOLT CIRCLE
DIA ME TER
�� ��
o
b ,"
�� ��
b2
.�'
20"X l0 go.'
6 5/8,.
/I %2'
9 /2„
// %2"
1 1/4„
/"1X 36"
9 %2„
25'X logo.*
7 5/16�
// //2
9 %1i
// %2„
1!k4
/ 36
/0"
30' X 7 ga.
8 "
// %2„
9 %2'
// %2,•
/ 3/81-
/ % "X 40"
// 11
'35'X 7go.
8 1t/16„
/3 %2
//""
/2 %Z
/ /2„
i liX 440
-
g '
30'X logo. "
8„
// %2'
9
/4„
/ „X 36 "'
11 u
g - 0
35 `x logo. '
811116
/3 %2 '
/ / „
/Z /2„
/ /14 „
/ "X 36
Length -BASE. AND'ANCHOR BOLT SCHEDULE
-,- a Nole :
�- = 1 c /, gage acceplable W fabricated from shee, slee/
of 40, 000 ,os/ minimum yie%!
2„ Standard l e*X Zee fhI Ll --� -- -/ -/
i�d�cdfed does not ��%oe
P
All tie rods for most arms 8'-0" to less than 12'-0" in length shall be as shown.
`
2. All traffic signal mast arms and most arms 12' and longer
for luminaires with
4 One onchor bolt sholl be bonded fc condui> .
-, • d •:. I o •a
'ILII l;
,S TATE OF CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
integral ballasts shall be equipped with standard pipe tie
rods with welded 5/8"
:."
-
round bolt tips on each end, threaded 5':
_
3. Pipe tie rods shall be 3/4" for 12-0" to 15=0" most arms
and I" for mast arms
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Sidewalk
STANDARDS
TYPE II & 1I —a
-
longer than 15'-0/
Ion g
h
CALIFORNIA -TYPE
- - .
finish
p.°'
20ft., 25ft.,30ft.,35ff:,Pole -Heights
(TYPE Ir SHOWN),
_ 6„
- - -
SCALE: 3/1 i' = 1'-0
o or
Flo
REV. DATE-' 3 -9�-6i
11•
SCALE AS NOTED
DRAWING E-
R
II 11
.0
o III II o
ELEVATION
TYPE
& =—a OR TYPE
g & X—a
A
.]IL
F_
III
(TYPE SHOWN)
s.
-
SCALE : 3/g' = 1- 0"
3'- 6
13PR STATE FEDERAL PROJECT N0. FISCAL SHEET TOTAL
DIV. N0. YEAR NO. S HEE T S
CALIF
Aran :tri//ed and dimpled or use
AapereU WOShe%S Io Qer/77/f01ST COUNTY ROUTE SECTION SHEET TOTAL
slrcr/ghl Ile /nods � NO. SHEETS '
standard pipe crossnrm for L urninaire Mastarm , i APPROVED 1-11-IA14e oO/ 1060
2 " Doub/e - exfro sfronq or co
2 �1,2 SfClndarU p/pe crOS$O'rm TRAFFIC rNeNEER, Cl'IC ENGINEER LICENSE NO. 5429
/ -- for Sig n a/ M as to rrn
/8
TO ACCOMPANX PLANS DATED
8
I O -
- — — —
-�•� I 8
Tie _rod bock stay 1
5" thread both ends i
(See Tie Rods Note,this sh't�
No. /O gouge
meta/ sleeve
'I at each welded
�-- -- PLAN ► -
I joint...
2� Use lock washers under a// nuts -
tit
/4 0 holes /2 Plot bracket
/2 Tie rod back stay
3/% „
POLE SPLICE
/ -Tq�erea'washers
/8
2 Standard pipe most arm
ELEVATION
CALIF—TYPE STANDARDS. �
MAST ARM TIE RODS AND CROSS ARM -
GENERAL AND INSTALLATION NOTES -
Use for mast arms in excess of 8'in length) / Allshaffs andmaslarms sha//bega/van/zea! Bolls
-� screws, Huls, washers Qnd tie rods sha/l be �a/� or
15 - O c C7ra 1n1Z1m Paled
unless otherwise noted 2. The lower 5'lel7gth of o 35' Tpe M --o pole shot/
�o consist of a 5 - 07 aqe tapered section
7 (8""0 D. to 8 ///i6`'0. )butt welded to the lower
3 /8 0.0.
. ( end of a 30' Type I1I pole
1 ( 2 Standard pipe froffic J. The lower 5'length of a 35' Type X -a -pole shall
1 sln O / most arm. - W
9 _ consist o f a 5 /O 9oge tapered section
I
O (8 0. D. to 8 11//6 0. D.) butt welded to the lower
end of a 30 Type X pole.
4. The lower 5'len th of o 25' Type -Y- o ole shal/
J consist of a 5,- /O gage Bred section
' �" (6�8 O. D. to 7O.D.
, 4 butt welded to the lower
4 7/6 0.D,. end of o 20 Type -Y pole.
O
�. MAST ARMS ,
O
Umina)I-e Mosl arras shall be so curved/hal whe
1 mastarm is f4Sle/7ed /o pole the luminaire. end shall - -
Hol be be/ow foP of pole or mol -e /hlan 6 "above.
i o 2. The lost 3" of the most arm shall bestraight
�o and shall be horizontal with luminoire or
G traffic signal, attached.
/
J. Connection between most arm and pole shall
5 /4 O. D. !� be made by means of O raintight socket of a
I O o design permitting simple removal of the _
most arm and providing a chased outlet
o N
bfor
electrical conductors.
O ANCHOR BOLTS
/. Each standard shot/ be supplied with 4.Onchor
1 bolts
QJ tc) 2. Each anchor bolt shall be provided with 6 "" of
NOTE: Fo thread and -a 41:-90°bend and shall be
furnished with two nuts and two washers
Top two inches of foundation to be Washers shall be 3/16 X 2 1/2 .0.
pouted level with sidewalk fire sh . I .3. Threods may be cut or rolled." Bolts shall be
galvanized or plated after threads are formed.
. S•
ode walk
finish
4 One onchor bolt sholl be bonded fc condui> .
-, • d •:. I o •a
'ILII l;
,S TATE OF CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
p ..- 4 ..
:."
DIVISION OF HIGHWAYS
ELEVATION
tn
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STANDARDS
TYPE II & 1I —a
-
--f➢,I .Q
a .I, ,,
D�JJ . L`�.
h
CALIFORNIA -TYPE
- - .
p.°'
20ft., 25ft.,30ft.,35ff:,Pole -Heights
(TYPE Ir SHOWN),
_ 6„
- - -
SCALE: 3/1 i' = 1'-0
o or
.
REV. DATE-' 3 -9�-6i
SCALE AS NOTED
DRAWING E-
R
S. 6