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Aw Southern California Edison
SCOPE
CONDUIT
1.0 CONDUIT
1.1 Uniess'otherwise specified on the working drawing, all of the below listed
conduit types are approved for use on the. Edison system.
Conduit
Type
Application
Concrete
Encased
Direct
Buried
Semi -Rigid Plastic (PVC)
EF$ -20, EB -35
X
-
Semi -Rigid Plastic (PVC)
DB -601 013-100
X
X
Rigid Plastic (PVC)
Schedule
40-80
X
X
[Hot Dipped Galvanized Steel 1
Standard
X
X
NOTE:
Q:J Includes Intermediate metal conduit (IMC).
1.2 All conduit shall be installed per UGS 100.1 and shall be watertight. In
known water or slubsidence areas, semi-rigid plastic conduit shall be used.
1.3 The correct cements as recommended by the manufacturer, shall be used on
each plastic conduit type so as to obtain a watertight connection.
1.4 Horizontal Bends and Sweeps
a. The difference between bends and sweeps is determined by their radii.
Minimum radius for all bends is 36" and the maximum radius for all bends
is 60". The radius of each bend is determined by conduit size, as follows:
- 36" for conduit 3" in diameter and smaller
- 48" for conduit 4" and 5" in diameter
- 60" for conduit 6" in diameter
The minimum radius for all sweeps of all size conduits is 121/2'.
b. Bends and sweeps for EB and DB conduit shall be made from semirigid.:
DS -68 or DB -11 00 conduit. Bends and sweeps made from DS -60 condui
are intended for use with EB -20 and EB -35 conduit. Bends and sweeps
made from 06-_100 conduit are intended for use with DB -60 and DB -100
conduit.
1.5 Short lengths of conduit, properly coupled, may be used in rigid conduit
installations to form sweeps of a radius. not normally supplied by
• manufacturers. The maximum deflection per length of conduit shall be:
- 1/2" for lengths 2'/2' and shorter
- 1 " for lengths over 2'/2'
1.6 All plastic (PVC) conduit must be manufactured by an Edison approved
manufacturer (See UGS 115.1) and comply to Edison requirements.
1.7 EB -20 semi-rigid PVC conduit is preferred and should be utilized for standard
installations requiring encasement. EB -35 PVC conduit can be installed in
lieu of EB -20 conduit at the contractor's discretion.
1.8 For direct buried installations, DB -60 conduit may be used for all sizes
smaller than 4". DB -100 conduit is required when 4", 5" or 6" conduit is
installed.
REV. 4-8-91 Completely Revised
APPROVED BY: I
UNDERGROUND STRUCTURES .
CONDUITS AND FITTINGS u6s.
1 1 0 1.1
drAF Souther California Edison
SCOPE TYPICAL CONDUIT AND RISER BEND INSTALLATION FOR
HANDHOLE THROUGH SERVICE TO STREETLIGHT STANDARDS
I �
Precast Concrete (D
Concrete Footing 11 ' je� or Plastic Handhole
CL Aj 0" " C} Conventional Underground
324(Curb
Conduit or CIC
State Highway 15" (Sidewalk) =30" Squarer -
Requirement T p
I
Face of Curb or Inside Edge of Sidewalk (Property Side)
PLAN
Light1 j I Flow Line
Standard I I I r- Finish Grade / of Gutter
A.
I -5' (MIN)
45" (MIN) ISI 30 (MIN)
Commercial I Below Gutter Grade
or Residential I for Conventional
for CIC i I Conduit Underground- Conduit
Riser
Bends
ELEVATION.
CIC
NOTES:
1. Handhole loop through service is used when a 2" or larger conduit is required:
2. Typical locaton. for streetlight standard:
a. With parkway - place behind inside edge of curb.
b. Without parkway - place behind inside edge of sidewalk when curb and sidewalk do not exceed
51/z' in width, or per local inspection agency.
3. A semi-rigid or rigid conduit bend DB THICKNESS MINIMUM shall be used when a conventional conduit
system is installed. See working drawing for size and material.
4. No encasement required unless otherwise specified.
5. In a rigid conduit installation,. short.lengths of properly coupled conduit maybe used to form sweeps of a
radius not normally supplied by manufacturers. In trench runs, the maximum deflection allowed shall be
1/2' for lengths 2' or shorter, and 1" for lengths over 2'.
6. For riser bends, the minimum radius permitted shall be 24"; for horizontal bends,. a minimum radius of
36".
7. A pull rope shall be installed in each empty.conduit.
8. Five-foot clearance to be maintained from fire hydrant.
9. Four -foot clearance to be maintained from top of slope of commercial driveway and 2' clearance from
residential driveway.
10. On state highway, the streetlight centerline location shall be 6" behind sidewalk when sidewalk is less
than 7' wide.
1137See t7G�'$9a �1 4 or o n a ion;de ills.
.k-.-....-- - :.�._.: -..a.. - -
Indicates Latest Revision Changed
REV. 7-26-94 Note #11 _3_
UNDERGROUND STRUCTURES A9PpOVEO BY
175,2 UG� AND RISER BENDTINSOTALlATION
HANDHOiLE RE10WRE1r1ENTS
The following tabulation snows the size and type of various handholes, manufacturers' names and
an arbitrarily assigned item number. This item number will be the identification used when listed on
the "List of Materials" on the working drawing.
Concrete
Item
Na.
Nominal
Size
Inside
( )Concrete
Manufacturers' Numbers
Brooks
Products
:`.. ;._:.:.:..
Christy `- Brooks
Prod. Products inc.
J&R
Concrete Prod.
HH -1'
10 1/2 X 17" X 12"
{N091�T '= "=�- PB -31/2
JR -31'2 6
HH -2'
1 Ch/2" X 17" X 24"
' N09RT72WX - PB -31/2 E
JR -31/2 BC
HH -3
3a" X 12"-N36RT72:�;"-;-�:'
PB -66
JR 6A
HH -4
E7"
30" x 24"
Na6FiT72WX.*. PB -66 E
JR -6 AS
' Limited to street light only
Non -Concrete
(Polymer Concrete; Fiberglass Reinforced Plastic, Reinforced Plastic Mortar, Plastic)
Item
No.
Normal
Size Amorcast
(Inside) Products
Associated
Plastics
Brooks
Products
Carson
Ind.
CDR
Systems
Quazite
Corp'
HH -5
12" X 24" X 15" 600-1946A
1324-3
13BBX1516G
1324-12L
3460AE
PX -1324 -BC
HH -6
17" X 30" X 15- 600-1640A
1730 15-1.
17ABX1816G
1730-12L
3465AE.
PX -1730 -BC
HH -7
17" X 30" X 30" --
1730115-4
17ABX3016G
1730E.12L
--
PX -1730 -BCF
' Quazite Corporation (formerly Power and Communication Systems Company - PBC).
NOTES:
1. See UGS 205 for typical Installation.
2_ Handholes are for nontraffic installation only. (Exception: Arrnorcast Products 600-1946A and 130&-
1640A, CDR Systems 3460AE and 3465AE. and Quazite Corporation PX-1730BC may be used in
residential driveways and other areas with similar loads.)
3. Slight variations may occur between manufacturer's products.
Southern California Edison UNDERGROUND STRUCTURES
REV. 12-88 0 Indicates Latest Revision Removed Associated - Added Christy
UGS 1 2001
p
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o
DIAL TWO WORKING
BEFORE DAYS
YOU DIG Y❑UBDI ORE
TOLL FREE - -F
1 800 227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
OFESS�
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0 No. 36052 m
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� Exp. �
sf C I V I �- ���
T �
OF CAL�FC
R �' -__ ._: Prepared By:
? :J ,-.� ALLARD ENGINEERING
z.�
Civil Engineering Land S Land Planning
F` r g - Surveying - g
;:._ _ _ 8253 Sierra Avenue
__ - �� Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
' ( , p Z
and . Allard, A.C.E. 36052 Date
(expires 6/30/2004)
CITY OF FONTANA, CALIFORNIA
BASELINE . AVENUE
DRAWN BY.
MAG
STREET LIGHT
D TAILS
SCALE:
1"=100'
DESIGNED BY
DBW
DATE:
AUGUST, 2002
CHECKED BY:
RJA
AP BY:
tar - zs / -Q2
CI ENGINEER R.C.E. 51152 DATE:
DRAWING NO.:
3063-Ltg.
2
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Filename: M:\DWG\14902\EXHIBIT\ST-LIGHT-2.DWG