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Home My WebLink About397-SLSTREET LIGHT CONSTRUCTION NOTES 1, 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. C. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS. D. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLES, PMH'S, SOE'S & ALL CAP LOCATIONS, PER CITY SPECIFICATIONS. E. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3/16" POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED OR TWISTED. F. ALL CONDUIT MUST BE MANDRELLED. 2. CONDUIT RADIUS REQUIREMENTS: A. THE MINIMUM RADIUS FOR BENDS ARE:: 36" FOR CONDUITS 3" IN DIAMETER OR SMALLER 48" FOR CONDUITS 4" AND 5" IN DIAMETER 60" FOR CONDUITS 6" IN DIAMETER B. THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERWISE). 3. EXCAVATION AND BACKFILL: A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN 4" OF FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE CONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE), CITY SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES. C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES, D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, AND/OR IMPORTED BACKFILL, WHEN REQUIRED. E. BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES AND AROUND PMH'S WITHIN ONE FOOT OF FINISHED GRADE. F. BACKFILL SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS. G. NO ROCKS ARE ALLOWED WITHIN 12" OF DIRECT -BURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE ENCASEMENT.. NATIVE BACKFILL DOES NOT PASS THROUGH A 1/2" SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12" ABOVE CITY CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12" IN DIAMETER ARE PERMITTED. H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES., 4. PAVING: REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTABLE TO THE CITY. 5. STRUCTURES: A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS, B. INSTALL PROTECTION BARRIERS, WHEN REQUIRED, IN AREAS EXPOSED TO TRAFFIC, PER CITY INSPECTOR C. ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT. D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. 6.RETAINING WALLS: WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER GRADE RISES MORE THAN 18" ABOVE THE STRUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5' FROM THE SAME, OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES. REFER TO CITY INSPECTOR FOR TYPICAL SPACE REQUIREMENTS. 7. ACCESS: HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCATIONS. STRUCTURES MUST BE CLEAR OF ALL APPURTENANCES THAT WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT. &SERVICES: E. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS. F. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORITIES. 9. LOCATION: A. THE LOCATION OF EXCAVATIONS AND STRUCTURES FOR THE CITY SHALL BE SHOWN ON THE WORKING DRAWING. NO DEVIATION FROM THE PLANNED LOCATIONS WILL BE PERMITTED UNLESS APPROVED BY THE CITY INSPECTOR. B. ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND/OR OTHER FOREIGN UTILITIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS, PRIOR TO STREET LIGHT INSTALLATION. 11. SURVEY: SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY THE CITY, PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR THE INSTALLATION OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MARKERS OR STAKES PLACED PRIOR TO THE START OF THE INSTALLATION. IN ADDITION, CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTIONS BY INSPECTION BY CITY. GRADE AND PROPERTY LINE STAKES MUSH SHOW ANY OFFSET MEASUREMENTS. 12.COORDINATION AND SUPERVISION: THE CONTRACTOR SHALL PROVIDE SUPERVISION OVER AND COORDINATION AMONG THE VARIOUS CONTRACTORS WORKING WITHIN THE DEVELOPMENT IN ORDER TO PREVENT DAMAGE TO CITY FACILITIES, CONTRACTOR IS RESPONSIBLE FOR THE COST OF REPAIRS, REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY THEER FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS. 13.OTHER UTILITY REQUIREMENTS: THE DRAWING PREPARED FOR THIS JOB MAY ALSO COVER THE FACILITIES TO BE INSTALLED FOR OTHER UTILITY. ANY QUESTIONS CONCERNING DETAILS OF THEIR INSTALLATION SHOULD BE REFERRED TO THE COMPANY CONCERNED. 14.WARRANTY: CONTRACTOR EXPRESSLY REPRESENT AND WARRANTY THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S OBLIGATIONS, HEREIN, ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE CONFORMITY WITH CITY REQUIREMENTS. THIS WARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR OF CITY'S FINAL ACCEPTANCE AND SHALL EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROMPTLY CORRECT TO THE CITY'S SATISFACTION AND THAT OF ANY GOVERNMENTAL AGENCY HAVING JURISDICTION AND AT CONTRACTOR'S EXPENSE ANY BREACH OF THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPECTION OR OPERATION OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD. 15.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 CITY OF RANCHO CUCAMONGA. PHONE: 909-477-2740 X4080 16.AS-BUILTS: CONTRACTOR RESPONSIBLE TO MAINTAIN AS -BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY, CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS-BUILTS. ONE SET IS FOR THE CONTACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR. MY�POWER PRODUCTS,INC 90 -5'-1800 2950 E. PHILADEL.PHIA ST, DNTARID CA 91761-8545 r^T kIr1 MF1 JFi1 AA-'11--mPf)n (mnn) UN -METERED PEDESTAL DETAIL D G! R F DIAL TO 110111 wG BEFORE DAYS BEFM YOU DIG You DIG TOLL FREE 800-227-2600 A PUBLIC SERVICE BY UNDERGRO M SERMCE ALERT OF SOUMERN CALJFORMA W FRONT VIEW i I I 1 I NOTE: ENCLOSURE TO BE GROUNDED PER r � LOCAL CODE. V t lip I t�I FINISH GRADE t J� MIN. 00 I{ III OD 11 1 1-111I�II I�II�ISIII 120 VOLT WIRE IN CONDUIT (PER LOCAL CODE) -� TO POWER SIDE OF ENCLOSURE i0E VIEW FINISH GRADE W SCH 40 CON 's METERED ENCLOSURE STRONG BOX MODEL NO. M PS -SERIES NOTE - METER TO FACE STREET 900' SWEEP ELL S" (IYP.) I a I 3' X 3' X 6" CONCRETE FOOTING INSTALL A MINIMUM OF 3" ABOVE GRADE AND SLOPE TOP TO DRAIN AT MINIMUM OF 2%, 120 VOLT WIRE IN CONDUIT (PER LOCAL CODE) TO IRRIGATION CONTROLLER ENCLOSURE NOTE: ALL CONTROLLER CABINET SHALL BE PRE -ASSEMBLED, TESTED AND INSPECTED MELD BY CALSENSE, C METER PER SCE ) ROC? CITY OF RANCHO CUCAMONGA, CALIFORNIA N APPROVED BY: STANDARD PLAN I*AE METER ENCLOSURE 52 INEE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E. 53672 SHEET 1 OF 1 NOTE: METER PEDESTAL FOR THIS PROJECT IS TO BE UN -METERED, LS-2 12-1/2" Bolt Circle Diameter 1"0 F1554 Grade 36 anchor rods (Total 4) with Grade A hot -dip A563 hex nuts, with ASTM F436 type 1 washers, 8 UNC threads 6" long both ends 12"x12" ASTM A-36 Base Plate L Thickness= 1" for 23' Pole Thickness= 1-1/4" for 28' Pole 15" �I 111" Concrete Cap 33"x30" curb adjacent - o with cold joint perimeter 2% Bock of curb 1" Max. bottom of nut Ja to top of footing ' Depth of Footing See Table Below�� 1-1/2" Conduit #4 @ 6" for Spiral Reinforcement 3" Clear (Typ.) from spiral reinforcement to the pile edge 3" Clear ° Diameter 85 MPH WIND ZONE a� E a Q Ameron Pole See Sheet 1 F_ Type S Mortar 24" I I-•-- Pale 2q 39" 48" Min. I Top of Curb Flaw Line 30" Min. Below Flow Line (Typ.) �- 2"x2%1/4" Plate Washer (Typ)) Tack Weld or Peen 6-#6 Equally spaced Vertical Bars DEPTH OF FOOTING TABLE FOR CONSTRAINED AND NON -CONSTRAINED SURFACE CONDITIONS Soil Type ;per UBC 23' Pole 2$' Pole and Geotechnital Report III. Sandy Gravel, Gravel IV. {Sand, Silty Sand, Clayey Sand, � Silty Gravel, Clayey Gravel V. Clay, Sandy Clay, Special Design Silt Clay, Clayey Silt Y Y. per Geotechnical Report DWG. NOT TO SCALE r` �o CITY OF RANCHO CUCAMONGA, CALIFORNIA APPROVED BY: STREET LIGHTS AND STANDARD PLAN n 3i',+? FOUNDATION DETAILS 410 UjCITY ENGI E DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2 R.C.E. 67514 ALUMINUM CAP'- ARM INN T T Ca Uj uj rY LENGTH LLo IGHTING FIXTURE CATALOG CITY STANDARDS (j) 0 0 0 LLI Z Q J E. 9TH ST Q LL co FERON B VD. LU E. 8TH ST z LLi LU Uj Q � < Q d d w Z � E. 6TH ST. co m Z J U W E. 4TH ST.� VICINITY MAP CONSTRUCTION NOTES LEGEND: CONSTRUCT 240V 51 WATT LED 580OLUMEN STREET LIGHT ON POLE DESIGNATION 1C1-23 WITH LUMINAIRE: EATON 3 EA CATALOG# VERD-AO18 D-U-T3-4N7-AP-51w-SUNTECH ELL-124, ...PER CITY OF RANCHO CUCAMONGA STD. 410. STREET LIGHTS ARE LS-2. SEE SHEET 1 OF 2 Pa BROOKS NO. 3 1/2 PULL BOX PER CITY STANDARDS, WITH LID STAMPED STREET LIGHTING 4 EA. 1 1/2" PVC SCHEDULE 40 CONDUIT WITH 2#8 CU &1#8 CU 494 LF GRND (XHHW 2). ® INSTALL 200A 120/240v 1 PH 3W UN -METERED PEDESTAL 1 EA PER DETAILS ON SHEET 1 OF 2. INSTALL 4" HELVETICA ADDRESS NUMBER ON ENCLOSURE FOR STREET LIGHTINGS STUB CONDUIT TO P.L. FOR POSSIBLE FUTURE USE M ,001-00{ WIVI EXISTING 8" G&G ` f— EXISTING 8" C&&: z j _ + U) -1 DIAL 7WO1 WORKING BEFORE DAYS BEFORE YOU DIG You De TOLL FREE 800--ZA I' LOW A PUBWG SERVICE BY U1111WERGRO? SERVICE ALERT OF SOIJhi IERIN DALFORMA Z 0 U W Z J Q Z O C0 U W LL X 00 W w in CL W Z Z a U) 0 LU 1 C/) w Z w [� 2 W w W U W vaLr, w ? O I— OOf Nco wz J Z) 0 U o o d 0 /0 w us 1621 Is=-��_ -�—' -91 2 " PVC SCHED 40 P- W/2#8 CU &1#8 CU GRIND j - PCB NEW 200A 120/240V 1 PHASE 3 WIRE STREET LIGHT PEDESTAL 'SLP' s 1/2" PVt SCHED 48 3 65 2 STREET I IGHTINrn PI AN �JV/"1LL. I —JV -V ) LEGEND: CONSTRUCT 240V 51 WATT LED 580OLUMEN STREET LIGHT ON 3 EA. POLE DESIGNATION 1C1-23 WITH LUMINAIRE: EATON CATALOG# VERD-AO18 D-U-T3-4N7-AP-51w-SUNTECH ELL-124, ...PER CITY OF RANCHO CUCAMONGA STD, 410. STREET LIGHTS ARE LS-2. SEE SHEET 1 OF 2 FP B BROOKS NO. 3 1/2 PULL BOX PER CITY STANDARDS, WITH' LID STAMPED STREET LIGHTING 4 EA. 1 1/2" PVC SCHEDULE 40 CONDUIT WITH 2#8 CU &1#8 CU GRND (XHHW-2). 494 LF INSTALL 200A 120/240v 1 PH 3W UN -METERED PEDESTAL 1 EA. PER DETAILS ON SHEET 1 OF 2. INSTALL 4" HELVETICA ADDRESS NUMBER ON ENCLOSURE FOR STREET LIGHTINGS �— EXISTING 8" C&G 21' 44' El 8+00 23' EXISTIN Q E (" &Q_ _ El H GRAPHIC SCALE (SCALE 1 30'-0") NEW NEMA 3R 200A 120/240V 1 P 3W PEDESTAL 'SLP' 1 1/2" PVC 40 2#8 CU &1 #8CU GRIND (3) NEW STREET LIGHTS (CKT 1,3) UTILITY SERVICE POINT SINGLE LINE DIAGRAM Service Pedestal 'SLP' LS-2 Uri -Metered Rating: 200 amp Main: 200/2 Served From: SCE Voltage: 120/240 Volt AIC: 10k aic Feeder Size: PER SCE Phase: 1 Phase 3 Wire Locate: Feron Blvd West of Industrial Ckt No oaf VA Load Description LCL C/B C/B LCL Load Description Load VA Ckt No 1 86 3-Street Lts 100% 20/2 2 3 86 " " 100% 4 5 6 7 $ 9 -- 10. 11 12 Phase A: 86 VA Total VA: 172 Total Line Amps Phase B: 86 VA +LCL: 43 Total VA: 215 0.9 ames * - Provide handle ties on all multiwire branch circuits.