The URL can be used to link to this page

Home My WebLink About3680-2PROTECTIVE BARRIER OR UNDERGROUND DISTRIBUTION STRUCTURES it BARRIERS 6RRRIERJ I VENT OR WIN. " I E 4'--6" I MAX L IN. 24" ® -® MIN P TL I SEE -4'_6--� NOTE YPICA7 i PLAN MAX. POLE OR VENT PIAN p EQUIPMENt FOUNDATION f n BARRIER GRADE TO BE ONE OF THE FOLLOWING: 1) 4' GALV. STEEL PIPE (1/4" MIN. WALL) FILLED WITH CONCRETE �. 2) RAILROAD RAIL (90 LB. MIN.), or 51 14 75 AMERICAN STD. BEAM (5•x3"x1/2") 3) 8"x8" REW. CONCRETE 4) SPECIAL BARRIERS BY PRIOR S.C.E. CO. APPROVAL- -I k --6" BARRIER DETAIL NOTES: 1. Structures will normally be installed only in non -traffic areas. Barriers to be used where construction has exposed equipment to traffic:. 2. Top of barriers to be smooth out and top edges to be rounded 3. One barrier to be removable when overhead obstacles prevent equipment removal by crone. 4. Adequate clearance must be provided for doors, cooling coils, etc. 5. 8orricades, as shown, indicate typied requirements. Field conditions will necessitate changes for adequate equipment protection. Approval in the field from the underground inspector 13 required for all barricade installations. 6. When specified on working drawing, a 6' (minimum height) curb may be installed in place of barriers. This curb must be at least 6' thick and its front face located 60' minimum (or as specified on drawing) from the equipment foundation 7. Increase to 44" minimum at front of podmount 3e yronsforrners and capacitors, and 36" minimum at bock of capacitors (door side only), when a 72" x 94 pad is being installed. D91: Rev. 07/09/98 ACCESSIBLE GROUND CONNECTION IN VENT VENTPSPE WASHER NUT PENTA HEAD BOLT O O 0 0 O 0 O O 0 O O 0 O O O 0 O O 0 0 0 O O 0 STRUCTURE GRD. WIRE P100 REV: 12/1/97 #6 ac 1-2 1/2" X 1/21 PENTA HEAD BOLT 2 WASHERS 1/2- 2 NUTS 1/2' FURNISHED BY SCE NO. 6 BC LEAVE 10' COILED INSIDE VAULT FURNISHED BY CONTRACTOR. FURNISHED BY SCE LEGEND OF CONDUIT SYMBOLS (CONVENTIONAL U.G.) EDISON NO. CONDUIT REWD. s1ZE OF CONDUIT GTH OF TRENCH RUN Na �--�w' TYPE OF FAP UTY WRENCH (vh OR Do.) -..---LENGTH OF TRENCH RUN No. - ---^ STREET LIGHT SIZE OF CONDUIT N0. OF CONDUIT REQ'D. T Gin+ of CONDUIT RUN RUN NO. ---' STREET LIGHT TRENCH TYPE or FACILITY &E)LENGTH Ei AQ ITKJNAL RUN NO. --�'`� N EDISON Na CONDUIT REO'D. -SIZE OF CONDUIT DMS �CIIFCONTINUATION REFERRENCE RUN NO. MEMO -.r-ACONSTRUCTION NORNA STREET LIGHT --s'Z' of coNoulr Na OF CONDUIT REO'D. W. (1)"D04 CONS TON INFORMATION NUATION REFERENCE RUN N0. --� _ ANY OF ABOVE SYMBOLS FOLLOWED BY A DENOTES THE FOLLOWING: DB CONDUIT MTHOUT ENCASEMENT IS ACCEPTABLE FOR PORTIONS OF TRENCH WITH ONLY ONE OR TWO CONDUITS. SEMI -ENCASEMENT IS REQUIRED FOR PORTIONS OF TRENCH WITH ONLY THREE OR FOUR CONDUITS. FULL ENCASEMENT IS REQUIRED FOR MORE THAN FOUR CONDUITS. TYPICAL HANDHOLE INSTALLATION KNOCK OUT (FOUR REQUIRED) TYPICAL ASSEMBLY (WITHOUT COVER) LIFTING EYE (2) BOLT HOLES (2) O ALL COVERS TO BE IDEN7IFlED WITH "ELECTRIC` IN 1/Y (MN) BLOCK RECESSEG LETTERS. TYPICAL COVER GRADE COVER ,PLUG OR CAP 2' TMP. T_ 3" (MN) NOTE f2 SECTION A -A NOTES: 1. SEE UGS 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE 2 RADIUS ANGLE MAY BE REDUCED TO LESS TPROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT 90' CLEARS HANDHOLE OPENING - 3. TWO HOLD DOWN DEVICES To ENE SUPPLIED VAIN EACH HANDHOLL PRECAST CONCRETE 1" TYPICAL ALL CONDUITS f--rA WITH DEEP RECESSES CRUSHED ROCK +---LOCATE "DWS ALONG X 4' A NARROW END OF 3' X 5') HANDHOtE DIRECT BURIN. -` CONTRACTOR E CONDUIT OR HDO 3eRADIUS emo 3e L-A CONDUIT LOCATIONS GRADE COVER ,PLUG OR CAP 2' TMP. T_ 3" (MN) NOTE f2 SECTION A -A NOTES: 1. SEE UGS 200 FOR DIMENSIONS OF VARIOUS SIZE HANDHOLES AVAILABLE 2 RADIUS ANGLE MAY BE REDUCED TO LESS TPROVIDING THE PROJECTED CENTER LINE OF THE CONDUIT 90' CLEARS HANDHOLE OPENING - 3. TWO HOLD DOWN DEVICES To ENE SUPPLIED VAIN EACH HANDHOLL PRECAST CONCRETE PULL BOX WITH DEEP RECESSES (2' X 3' OR 2'6P) X 4' PR 3' X 5') 1/t X 2-1/2' PENTA HEAD BOLTS REQUIRED ON ALL COVERS -1 A 5/8' X 8' COPPERCLAD STEEL GROUND ROD. WHEN REQUIRED. IS FURNISHED d: - INSTALLED BY CONTRACTOR. 1" DIA. GROUND ROD KNOCKOUT HOLE 6" PLACE BOX ON 6" (MIN.) COMPACTED BASE OF 3/4' CRUSHED ROCK P53: REV. 06/16/98 3' X W HAS A SPLIT COVER COVER SHALL BE PARKWAY OR LIGHT TRAFFIC AS SPECIFIED STANDARD INSIDE HEADROOM UNLESS OTHERWISE SPECIFIED. 2'X 3'X3' 24" X 4' X 3'6' 3'X 5'x4' \__C DIA. SUMP AN TYPE OF JOINT MAY VARY WITH MANUFACTURER REF. UGS-210 LIST OF M A TE R i A L°1F-, Footage quantites are approximate. 2. Where reference I$ to an item not detailed. [EDISON C 0.] see separate description list. 3.. This list provides a summary of major items. c I 3 N a EX. V5456652 1931E x V849 GS 4802 z a a 1000 J J2 SUMMIT AVE. Y R 1000 _ ... ... 1000 X852 / 10001�1 f 0 3 - 3 WAY JUNCTIONS V712FUTURE V851 V850 HIGH SCHOOL i ,UNCTI NI S5505028 I � I HINE 12KV ANDALL SU13 0 ' M � I a a SSS P604 PME-4 TRENCH INSTALLED GROUNDING AT POLE RISER 4'x5'Xa-Cal Use Felt Between C 4' x 5' x 12" Neck Ring Optional Risers Are Available and Are Positioned Between The Vault and The Neck Ring 2 Ton Swiftlifl 2 Ea. Side W( 4 Tot 0 rCES Top Section NO 1/2'4 Grounding Inserts 3• Ea. End Wall 6 Total SEE UGS SECTION INDEX 101 -126 STREET LIGHT CONDUIT (2-7111) PLAN SHOWING PROPOSED %-Tri-T � S' MIN. FOR REFERENCE DRAWINGS ELECTRIC UNDERGROUND LAYOUT 201 -207 STREET LIGHT CONDUIT (2-4073) CONTRACTOR FOR CUSTOMER INSTALLATION COST PLUS n FIRM El DEV.FJ INCLUDES PERM. PAVING YES a NO n TWO GROUND RODS ARE REQUIRED AT ALL PRIMARY RISER POLES. DRIVE RODS W TRENCH BOTTOM HATH d MIN. SEPARATION IN UNDISTURBED TRENCH BOTTOM I I *ASSOCIATED WORK ORDERS QUAN. - UNIT DESCRIPTION SIZE ITEM NO. REF DWG. REV. DATE: CONTINUOUS � WOD REVATH LAWS TEND RBO�p��n DATE STARTED 5 EACH HANDHOLE 10y: x 17"x ] 2" HH -1 UGS-200 12 88 LOCATION ON � POLE N i ABOVE FOR (MIN.) LL BE UURNISHED AND MIND INSTALLED • 5/8• x 8' COPPERCLAD siEEL 77- EACH HANDHOLE 10y, x 17"x 24" HH -2 UGS-200 12/88 BY CONTRACTOR GROUND ROD (Z REQUIRED) 2 EACH PULL BOX 2'-6"x 4' PB -3 UGS-210.2 10/84 J.1. NO. 6430-7128 2-7111 J.P.A. NO. CSD 17 NO. t EACH VAULT 6'x 12'x 7 V612 UGS-400.2 12/86 FOREMAN THOMAS BIRDS. PG. 2 EACH VAULT 7'x 14 8' V714 UGS-400.2 12/86 CSD 13 NO. Original574 6 1 EACH VENT -STAND PiPE 10" 5SP-10 UGS-753 12%97 D4: Rev. 10/10/96 CONCRETE PRODUCTS Precast concrete item complete with necking,cover,and inserts may be obtained from any of the following approved manufacturers. JENSEN PRECAST 14221 Son Bernardino Ave., Fontana, Calif. 923:6 Phone: (909) 350-4111 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone: (909) 350-2675 (909) 428-3700 Bose Section J 7/8'4 Pull Irons 4 Ea. End Wall 8 Total PROPOS�IJ SINGLE' LINA' NICKILIN 12KV RANDALL SUBSTATION VAULT 6' X 12' X 7' (SEE UGS 410) GD 12'-10' 12-4 Sump 4 Ton Swiftlifts 4 For Handling 4 For Stripping 8 Total on Spot Traffic Cover and Frame AFCO A1106 or Equal Jr T Swiftiifts 4 Total 5'4 Terminators 8 Ea End Wall 16 Total 14"4 Vent 1 Ea. End Wag 2 Total 5`4-Terminatas 12 Ea. End Wag 24 Total GUTTER GRADE GUTTER GRADE GUTTER GRA Top We'Ights Overall Outside Dimensions -r Top - 12900 Lbs 7'-1"W x 13'-1'L x 8'-7 1/4'H Base - 12900 Lbs Overall Inside Dimensions x 12'-0"L x 7'-0"H I (NO SCALE) I (NO SCALE) I I (1V0 SCALE) I I Z ( Z 1 z I I 11121 1112 II 111J2 I n :a EEE E I �1"EARTH E CUSHION r EARTH T E CUSHION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL &NDOIT''8ANK SECTION SHOWING DIRECT BURIAL SHOWING SEMi-ENCASEMENT SHOWING FULL ENCASEMENT SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SiMILAR CONSTRUCTION FOR FEWER CONDUIT FEWER CONDUITS. MORE OR FEWER CONDUIT 2 CONDUITS MAX. REQUIRED FOR 3 OR 4 CONDUITS REQUIRED FOR MORE THAN 4 CONDUITS 4463926E II I ' I� FUTURE EX. P5503122 PMH -4923 --100 ELEM. SCHOOL N DESIGNED & DRAWN BY PAR ELECTRICAL CONTRACTORS, INC. 1921 W 11th Street, Unit A Upland, CA 91785 Tel. (909) 982-9450 VICINJI'Y MAP NTS CONSTRUCTION NOTES: Unless otherwise specified on the working drawing which forms a part of the specification, the Contractor/Developer shag furnish the following items at no cost to the Edison Company. Southern Cdifornio Edison Company has attempted to correctly show all existing utilities and substructures in the Vicinity of the work, but does not guarantee there are no other substructures in the area. Failure of SCE to show all substructures in their correct location wig not be o basis for a cioun for extra work, and the contractor shag be responsible for all damages to substructures whether shown or not. 1. FOR GENERAL SPECIFICATIONS SEE UGS-1. 2 CONDUIT a Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. b. Minimum cover on private property is 30" below finished grade, unless noted otherwise. a Contractor is to furnish and instal approved conduit to Edison specifications per UGS-100.1, 110 AND 120. d. For the type of conduit for this job, See UGS-110.1. a Install all risers per UGS-160, 161, 162 and 170. f. Cap all mainline conduits per UGS-146 and service conduits per UGS-150. g. instal blank conduit plugs in all conduits terminating into Vaults, Manholes, PMH's. SOE's dk all cap locations. per UGS-180.1 alt UGS-180.2 h. Instal pup rope in all conduit runs. Pull rope to be 1/4' polypropylene or polyethylene rope, braided or twisted. For specification% approved makes, and suppliers, see UGS-40. i. All conduit must be mandreged with the approved mandrel UGS-197. 3. CONDUIT RADIUS REQUIREMENTS: a: The minimum radius for bends are: 36' for conduits 3" in diameter or smaller 48" for conduits V and 5" in diameter 60' for a diameter conduit b: The minimum radius for all sweeps of ON mainline conduits is 12'-6' (unless noted otherwise). 4, CABLE -IN -CONDUIT (CiC): a Minimum trench width is 24" inches. b. Minimum cover is 4r inches. Q Contractor Is to provide trench, conduit sleeves if required, backfill, and compaction. (Before excavating trench, contact Edison inspector for CIC installotion coordination). Edison will install CIC in trench. d. Contractor shag provide sufficient help during CIC installations to maintain a clean trench, free of rock and other debris. 5. EXCAVATION AND BACKFILL - m Work area shag be cleared and rough graded to within four inches of find grade prior to installation of Edison conduit or structures. b. AN excavations shag be in accordance with the California State Construction Safety Orders (when applicable). Edison specifications, and all governing local ordinances. a Each trench to be a uniform depth below final grade prior to installation of Edison conduit or structures. d. Bockfil shag be provided by the Contractor for ON excavations and sholl include crushed rock. Concrete, and/or imported backfill, when required. e. Soclkfill with a MINIMUM of one sock per yard sand cement slurry around and over vaults and manholes per UGS-30.3, Par. 6.4 and around PMH's within one foot of finished grade, per UGS-590.1. E Bockfill, per Edison specifications, shag immediately follow CIC or substructure installotion. At no time shag CIC be left exposed over 24 hours. g. No rocks are allowed within 12 inches of direct -buried cables or any conduit without concrete encasement. Native backfill capable of passing through a one-half inch mesh screen shag be considered to be "rock free". If existing backfill does not pass through a 1/t screen, place imported sand 3" below and 12" above Edison cobies. After this point, no rocks larger than It diameter are permitted In, AN backfil shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed in a manner that wig not damage the conduit or substructure or allow future subsidence of the trench or structures. 6. PAVING: Repaving, where required, shad be placed in such a manner that interference with traffic, including pedestrian traffic, will be kept to a minimum. The Contractor shag establish a program of repaving acceptable to the Municipality, County, or other authority having jurisdiction and which is acceptable to Edison. 7. STRUCTURES: a AN substructures shill be constructed or installed to Edison specificotions. b. Instal protection barriers per UGS-830 when required in areas exposed to traffic,, per Edison Inspector. a AN conduit lines and concrete Roared substructures shag be water tight. d. AN grounding materials shag be furnished and installed by the Contractor. 8. RETAINING WALLS: When required, retaining wars shag be provided by the Developer. Walls are required wherever grade rises more than 18 inches above the structure or 24' above the pad surface at a distance of 5 feet from the some. or in areas subject to erosion. Design and instollatlon must comply with local building ordinances. Refer to Edison Inspector for typical space requirements. 9. PERMITS: Al permits necessary for excavotim shag be provided by the Controctar/Developer. 10, ACCESS: Heavy truck access shag be maintained to equipment locations. Structures must be clear of all appurtenances that would obstruct the Iooding or unloading of equipment. 11. SERVICES - a. Meters and services shall comply with Edison Electrical Services Requlrements. b. Wiring must be in accordance with applicable local ordinances and approved by local Inspection Authorities. 12. LOCATION: a The location of excavations and structures for Edison shall be as shown on the working drawing. No deviation from the planned locations wig be permitted unless approved by the Edison Inspector. See UGS-1, Par 2.2 b. Actual location of obstructions, storm drains. and/lex other foreign utilities to be the responsibility of the Contractor. See UGS-1, Par 2.3. 13. Contractor is to verity location and widths of all sidewalks and driveways prior to street right installation. See UGS-175.1, UGS-175.2 and UGS-175.3. 14. SURWY: Surveying of street improvements, property comers, lot lines, finished grade, eta, necessary for the instal - lotion of underground facilities must be completed and markers or stakes placed prior to the start of the in- stallotion. in addition. Developer shag maintain the markers during the installation and inspection by Edison. Grade and property line stakes must show any offset measurements. 15. COORDINATION AND SUPERVISION: The Developer shag provide supervision over and coordination among the various controctors working within the development in order to prevent damage to Edison facilities. He is responsible for the cost of repairs, re- placement, relocation, or other corrections to Edson facilities made necessary by his failure to provide supervision or to otherwise comply with these specifications. 16. TELEPHONE AND OTHER UTILITY REQUIREMENTS: The drawing prepared for this job may also cover the facilities to be installed for the telephone company and/or other utility. Any questions concerning details of their installation should be referred to the company concerned. 17. OWNERSHP. Developer is to deed to the Edison Company all structures shown hereon except those shown as customer owned. 18. WARRANTY Applicants expressly represent and warrant that all work performed and all material used in meeting Applicants obligations herein ore free from defects in rarkmanship and are in conformity with Southern California Edison Componys requirement& this warranty slfoli commence upon receipt by Applicants of Compan)is find acceptance and shall expire one year from that date. Appricants agree to promptly correct to the Companys sotisfoction and that of any governmental agency having jurisdiction and at Appfioants expense any breach of this warranty which may become apparent through inspection or operation of underground electric system by Company during this warranty period 19. INSPECTION: inspection is required during the construction period. A 48 hour advance notice of intent to start construction is required from the contractor to the Southern California Edison Company. Standards of Edison construction requirements are available upon request. Contact Underground Inspector: MARK ELSDON Phone: (909) 374-2018 SOUTHERNA��LIFORNIA Where conduits are picked UNDERGROUND SERVICE ALERT up or intercepted, contractor ini 1-800-227-2600 to mandrel and install pull An EDISON iNTIERNAnONAL Company rope from terminal to terminal. Call USA For Underground Locating Existing structures shown on this 2 Working Days Before You Dig drawing contain energized cable SCALE: 1 IN -NTS" and equipment. Entering struc- ture or breaking thru wall to be done ONLY under supervision of Edison Co. personnel. =",D.R-4 ALL DUCTS &STRUCTURES RUN NUMBER CALL -OUTS AS FOLLOWS: TO BE DEEDED TO SCE 0 -17 MAINLINE CONDUIT (2-7111) 101 -126 STREET LIGHT CONDUIT (2-7111) PLAN SHOWING PROPOSED ELECTRIC UNDERGROUND LAYOUT 201 -207 STREET LIGHT CONDUIT (2-4073) CONTRACTOR FOR CUSTOMER INSTALLATION COST PLUS n FIRM El DEV.FJ INCLUDES PERM. PAVING YES a NO n THIS PLAN APPROVED AS TO LOCATION *ASSOCIATED WORK ORDERS PERMIT NUMBER AND TYPE OF ELECTRIC SUBSTRUCTURES OH REMOVAL: 6030-7120 2-7113 Developer JOANNA FUTERMAN, INC. SL: 6430-4053 2-4073 DATE STARTED Address 32158 CAMINO CAPISTRANO SUiTE A-192 DATE COMPLETED **INVENTORY MAP NUMBERS RAN SAN JUAN CAPISTO CA 92615-2768 11-25-02 REV. STREET LIGHT 238-2160-2 INSPECTOR Telephone (949) 248-9242 REDESIGN BY CITY. 237-2161-5 PRECASTER CONDUIT DISTRICT FOOTHILL PLANNER TMLA OTTO D.W.O. J.1. NO. 6430-7128 2-7111 J.P.A. NO. CSD 17 NO. Dwg./Rev. Developer's Signature Date FOREMAN THOMAS BIRDS. PG. INVENTORY MAP NUMBERS DIST. SKETCH N0, PERIOD ENDING TRUCK N0, CSD 13 NO. Original574 E-2 **SEE ABOVE I I Rev.TLM. Y es0 2 Y cso 10 BY-PASS EXISTING TLM GRID NO. ASSOCIATED W.O. RM'D. N N CODE CHANGED To CHECKED V 0 27 1 *SEE ABOVE Rev. - 3 PROPOSED CONSTRUCTION (LOCATION) Rev. - 2 R.SALAS 05/26/04 RICK PHILLIPS A.RAMOS 05/26 04 ,kS''U�l1�lIT �Y�'NU�' -' COOK 12 til 02 LYTLF CRETA R.D. TO GITRIIS �I YL' CHANGES IN THESE PLANS WILL REQUIRE COOK loll 0 10 02 FONTANA AN ADDITIONAL 4 TO 6 WEEKS AND SHEET D WG. N 0. CUSTOMER WILL BE CHARGED IN ADVANCE REV APPROVED BY DATE CHECKEDBY DRAWN BY DALE FOR REQUESTED CHANGES. SOUTHERN CALIFORNIA EDiSON COMPANY 1 of 5 30-2-7111