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Home My WebLink About3279LT-1"" %«Southern CaVornlEdi e son - ISCOPE CONDUIT 1.0 CONDUIT 1.1 Unlessotherwise specified on the working drawing, all of the below listed conduit types are approved for use on the Edison system. 1.2 All conduit shall be Installed per UGS 1001 and shall be watertight. In known water or subsidence 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 .13 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/z'. b... Bends and sweeps for EB and D8 conduit shall be made from semi-rigid;= DB -60 or DB -100 conduit. Bends and sweeps made from DB -60 conduit are intended for use with EB -20 and ES -35 conduit. Bends and sweeps made from DBA 00 conduit are intended for use with DB -60 and 08-100 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: -'/a" for lengths 21/s' and shorter 1' for lengths over 2'/5' 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 stoindard installations requiring encasement. EB -35 PVC conduit can be instalied 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 Completeiy Revised �vAoveo er. UNDERGROUND STRUCTURES i CONDUITS AND FITTINGS 110.1 i 6�11 1 IN RONJ 11, ok, VEs 11i�m FROM ROUTE NOO. 210 TOO STATION. SUMMIT AVENUE t Southam California Edison SCOPE TYPICAL CONDUIT AND RISER BEND INSTALLATION FOR HANDHOLE THROUGH SERVICE TO STREETLIGHT STANDARDS Precast Concrete O Concrete Footing 11 t or Plastic Handhote 4. 30' 14' (Curb) i Conventional Underground State Highway 15' (Sidewalk) -30' Square- Conduit or CIC Requirement V Face of Curb or Inside Edge of Sidewalk (Property Side) PLAN Light 11 � Tr Standard ->j % Flow line � I i I L� Finish Grade of Gutter i5' (MIN) 45' (WIN) 1; I I 30'LIN) T Commercial Below Gutter Grade or Residential for Conventional for CIC i i Conduit Underground Conduit Ij. eRiser s\ y ELEVATION C!C It J NOTES: 1. Handhole loop through service is used when a 2' or larger conduit is required. 2. Typical tocaion 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 SW in width, or per local inspection agency. 3. A semi-rigid or* Id conduit bend 'D8' 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 tins, the maximum deflection allowed shall be th' 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 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 V clearance from residential driveway. 10. On state highway, the streetlight centerline location shall be 6' behind sidewalk when sidewalk is less than T wide. . �'t��See t7OS�90�;� or n i REV. 7-26.94 175.2G S j . indicates Latest Revision Changed Note #111 UNDERGROUND STRUCTURES STREETLIGHT CONDUIT AND RISER BEND INSTALLATION NERAL NOTES 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FT. UNOBSTUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLES. ' HANDHOLE REQUIREMENTS The following tabulation shows 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. Item No. Application Conduit Type Concrete Direct Nominal Size (Inside) Manufacturers' Numbers Encased Buried Seml=Rigid Plastic (PVC) E$-20, ES -35 X - Semi -Rigid Plastic (PVC) DB -60, 06-100 X X Rigid Plastic (PVC) Schedule X X JR -3A SC 40-80 17- X 30' X 12' Hot Dipped.Galvanized 5tee1 1 Standard X X NOTE: 17' X NY X 24".: N36RT72WX'_•�,:_ 7.1 Includes Interrnmimn mrat�l nn:,,r„ts /liar+► JR -6 AB 1.2 All conduit shall be Installed per UGS 1001 and shall be watertight. In known water or subsidence 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 .13 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/z'. b... Bends and sweeps for EB and D8 conduit shall be made from semi-rigid;= DB -60 or DB -100 conduit. Bends and sweeps made from DB -60 conduit are intended for use with EB -20 and ES -35 conduit. Bends and sweeps made from DBA 00 conduit are intended for use with DB -60 and 08-100 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: -'/a" for lengths 21/s' and shorter 1' for lengths over 2'/5' 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 stoindard installations requiring encasement. EB -35 PVC conduit can be instalied 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 Completeiy Revised �vAoveo er. UNDERGROUND STRUCTURES i CONDUITS AND FITTINGS 110.1 i 6�11 1 IN RONJ 11, ok, VEs 11i�m FROM ROUTE NOO. 210 TOO STATION. SUMMIT AVENUE t Southam California Edison SCOPE TYPICAL CONDUIT AND RISER BEND INSTALLATION FOR HANDHOLE THROUGH SERVICE TO STREETLIGHT STANDARDS Precast Concrete O Concrete Footing 11 t or Plastic Handhote 4. 30' 14' (Curb) i Conventional Underground State Highway 15' (Sidewalk) -30' Square- Conduit or CIC Requirement V Face of Curb or Inside Edge of Sidewalk (Property Side) PLAN Light 11 � Tr Standard ->j % Flow line � I i I L� Finish Grade of Gutter i5' (MIN) 45' (WIN) 1; I I 30'LIN) T Commercial Below Gutter Grade or Residential for Conventional for CIC i i Conduit Underground Conduit Ij. eRiser s\ y ELEVATION C!C It J NOTES: 1. Handhole loop through service is used when a 2' or larger conduit is required. 2. Typical tocaion 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 SW in width, or per local inspection agency. 3. A semi-rigid or* Id conduit bend 'D8' 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 tins, the maximum deflection allowed shall be th' 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 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 V clearance from residential driveway. 10. On state highway, the streetlight centerline location shall be 6' behind sidewalk when sidewalk is less than T wide. . �'t��See t7OS�90�;� or n i REV. 7-26.94 175.2G S j . indicates Latest Revision Changed Note #111 UNDERGROUND STRUCTURES STREETLIGHT CONDUIT AND RISER BEND INSTALLATION NERAL NOTES 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO APPROVAL BY THE CITY ENGINEER. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FT. UNOBSTUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLES. ' HANDHOLE REQUIREMENTS The following tabulation shows 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. ' Limited to street fight only Non -Concrete (Polymer Concrete; Fiberglass Reinforced Plastk, Reinforced Plastic Mortar, Plastic) Item No. Concrete Amorcast Products Associated Plastics Item Na Nominal Size (Inside) Manufacturers' Numbers :Y:' ':.Chrrstv,N, _ Brooks. J&R -:Concrete Prod. Products.inc. Concrete Prod. . HH -1' 1 O X 17' X 12' N09RT72 �,%• P84A. JR -3'h B HH -2' 10Vz' X 17' X 24' N09RT72WX`•i. PS -3% E JR -3A SC HH -3 17- X 30' X 12' N36RT7Z9; 08-66 JR 6A HH -4 17' X NY X 24".: N36RT72WX'_•�,:_ PB -66 E I JR -6 AB ' Limited to street fight only Non -Concrete (Polymer Concrete; Fiberglass Reinforced Plastk, Reinforced Plastic Mortar, Plastic) Item No. Normal Size (Inside) Amorcast Products Associated Plastics Brooks Carson ' Products ind. CDR Systems Quazite Corp.' HH -5 1Y X 24' X 15' 600-1946A 1324-3 118BX1516G 1324-12L 3460AE PX -1324 -SC 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' 1730/15-4 17ABX3016G 1730E -12L - PX -1730 -BCF ' Quazite Corporation (formerly Power and Communication Systems Company - P&C). NOTESr 1. See UGS 205 for typical Installation. 2. Handholes are for nontraffic installation only. (Exception: Armorcast Products 600.1946A and 600= 1640A. CDR Systems 3460AE and 3465AE, and Quazite Corporation PX -17308C may be used in . residential driveways and other areas with similar toads.) 3. SI`ight variations may occur between manufacturers products. ee"�.Southern. California Edison - UNOERGROUND STRUCTURES .. �REV. 12-$$ ®.lnd'Katerr Latent Revision Removed Assoc tated�-Added Christy UGS 00', 5. UNDERGROUND STRUCTURES, STREET LIGHT CONDUITS, AND RISER BEND MAW AVEME INSTALLATION IN ACCORDANCE WITH SOUTHERN CALIFORNIA EDISON STD'S. 110.1, 175.2, 200 SEE DETAIL. �iD= OW NOTE: ALL STREET LIGHTS SHALL BE INSTALLED PER CITY OF FONTANA STREET LIGHGHT STANDARD PLAN NO. 1016. SEE ATTACHED CITY APPROVED LIGHT EXHIBIT AND LAYOUT FOR TRACT MAP NO. 159089 DWG. NO. 2679LT. EXISTING 22,000 LUMEN HPSV STREET LIGHT (200 WATT; #20) 30 FT. LUMINAIR HEIGHT, 8 FOOT MAST ARM. ❑O EXISTING CALTRANS STREET LIGHT (310 WATT) 30 Ff. LUMIWUR HEIGHT, 15 TOOT MAST ARM OQ EXISTING STREET LIGHT ON EXISTING TRAFFIC SIGNAL O NEW STREET LIGHT LOCATION (22,000 LUMEN HPSV; 200 WATT; X20) o NEW STREET LIGHT LOCATION (310 WATT) BY CAITRANS o NEW STREET LIGHT LOCATION WITH SIGNAL INSTALLATION VICHTY MAP" SME:V OUANTRY 14 EA. 3 EA. 1 EA. 11 EA. 3 EA. 11 EA. b 0 0 N u LU J U 0 SCALE IN INCHES J:1661-14041Exhibitslstreetliahtl.dwa. Plot. 10/01/2002 11:35:32 AM. Is