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Home My WebLink About2487y STREET LIGHTING NOTES: CONSTRUCTION NOTES -STREET LIGH7S 1. CONDUIT 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE. A, MINIMUM COVER IN THE STREET OR PARKWAY IS 6. MINIMUM COVER ON PRIVATE PROPERTy IS J011 BELOW FINISHED GRi UNLESS NOTED OTHERWISE C, CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS_ 100-;,,, 110 AND 120. CITY SPECIFICATIONS. TIONS D. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER C1 M , SOE'S & ALL E. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERRINA 77 NG INTO VAULTS, MANHOLES, P HM 'S CAP LOCATIONS, PER CITY SPECIFICATIONS- F INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE To BE 3116- POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED OR TWISTED. G. ALL CONDUIT MUST BE MANDRELLED. 2 CONDUIT RADIUS REQUIREMENTS A. THE MINIMUM RADIUS FOR SENDS ARE j6,, FOR CONDUITS y, 114 DIAMETER OR SMALLER 481, FOR CONDUITS 4" AND 5- IN DIAMETER 601, FOR 6- DIAMETER CONDUIT B. THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERIVIS40. J. EXCAVATION AND BACKFILL: A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED To WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES. R. 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 RE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF C17-Y CONDUIT OR ALUMINUM CAP' STRUCTURES, D BACKFILL SHALL BE PROVIDED By THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED H 0 URED. ROCK CONCRETE, ANDIOR IMPORTED BACKFILL, WHEN REQUIRED. WITH A MINIMUM OF ONE SACS PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND in E. BACKFILL MANHOLES AND AROUND PYHS WITHIN ONE FOOT OF FINISHED GRADE, S6 P INSTALLATION: FION. AT NO F. BACKFILL, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW U STRUCTUE TAL C14 it TIME SHALL CABLE BE LEFT EXPOSED OVER 24 HOURS, G. NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT-RURIED CABLES OR ANY CONDUIT WITHOUT CONCRETE LA IMPORTED SAND ENCASEMENT NATIVE BACKFILL DOES NOT PASS THROUGH A 112" SCREEN, PLAICE OR J" 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 TRAFTIC, 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 CITY. 5. STRUCTURES. A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED To CITY SPECIFICATIONS, _J 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 W D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, CL p To CITY INSPECTOR FOR APPROVAL PRIOR ACTOR To PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS E CONTR TO INSTALLATION. 6. RETAINING WALLS: WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED By THE CONTRACTOR. WALLS ARE REQUIRED WHEREVER GRADE RISES MORE THAN 18 INCHES ABOVE THE STRUC77JRE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5 FEET FROM THE SAME, OR IN AREAS SUBJECT TO EROSION, DESIGN AND INSTALLATION MUST COUP Y WITH LOCAL BUILDING ORDINANCES REFER TO CITY INSPECTORFOR TYPICAL SPACE REQUIREMENTS. ak -o 7 ACCESS: HEAVY TRUCK ACCESS SHALL BE MAINTAINED TO EQUIPMENT LOCARONS. STRUCTURES MUST BE CLEAR -OF ALL z APPURTENANCES THAT WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT 8. SERVICES: A, METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS - 8, WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORMIES, 9. LOCATION.* I'M .1111IIIIIIIIII&A 1EMEIN'T PiL A'alkNo R v PuBLIU c-%T&R` "T Llius a N%A low MR& '01 Ift T Y mum FHANCIN'r M, Cui 0"'A "Al \_AMERON CONTEMPORARY ARM (SEE TABLE) AMERON IC1 OCTAGONAL 'OLE WITH BASE PLATE MOUNTING MAX. "_315*X36' OPTIONAL TRAFFIC SIGN(Si PER CITY STD. 401 -B OPTIONAL STREET NAME SIGNS, PER CITY STD, 401-8 NOTE: 1. INSTALL RANCHO CUCAMONGA HANDHOLE SHALL BE LOCATED MUNICIPAL IT (RCMUi) AT THE DOWNSTREAM SIDE OF POLE NUMBER PLATE ON THE TRAFFIC STREET SIDE OF POLE 6' I ABOVE GRADE. Tin SEE SHEET 2 FOR FOUNDATION DETAIL SECONDARY/NtWil .... ... CONUaENGINEERING Will 11 '0, 'Mill Irl =11CT N'tyusguz, t�� IT STREET UGHTS AND DATA IO S F 'OUN N DETIL KS USE WO SIMBARD SPIECIFIC"Oli FOR PUBLIC *OR CONSTRUMON CONTRACI R.C.E. MEETING CONTRACTORS OBLIGATIONS HEREIN ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY, WITH AGENCY REQUIREMENTS THIS WARRANTY SHALL COMMENCE UPON RECEIPT BY CONTRACTOR I 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' EXPENSE ANY BREACH OF THIS WARRANTY WHICH MAY BECOME APPARENT THROUGH INSPEC17ON OR OPERATION OF UNDERGROUND ELECTRIC SYSTEM BY CITY DURING THIS WARRANTY PERIOD, 14. 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. • 9nQ_477_2746 Zd0R0 15. AS-BUILTS* CONTRACTOR' IS RESPONSIBLE TO MAINTAIN AS -BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY,, CONTRACTORS-— SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS-BUXT5. ONE SET Is FOR THE CONTACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR 4 12-1/2" Bolt Circle Diameter 11"0 F1554 Grade 36 anchor rods (Total 4) with Grade A hot —dip A563 hex nuts, with ASTM F436 type I washers, 8 INC threads 6" long both ends it 12"x12" ASTM A-36 Base Plate Ameron Pole Thickness= 1" for 2S Pole See Sheet 1 Thicki 1-1/4" for 28' Pole 18" Concrete Cap Type S Mortar M xJV curb adjacent 24 Tope of with cold joint perimeter Curb as Pole 27. Flow Line Back of a curb 1" Max. bottom of nut _J :f� to top of footin•g Lt Footing 48z1 39 See Table Below min. ti NOTES: U 1.-CONTROLLED BY PHOTOCELL MAN' FACTUIRER TO PROVIDE PHOTOCELL, CONTRACTOR, AND TEST SWITCH AS Ri Q I UIRED [ lam riornmund Service Alert BY: 1-1/2" Conduit I t #406" for — spiral Reinforcement 3" Clear (Ti from spiral reinforcement to the pile edge 3" Clear-1 L 24" Diameter 85 MPH WIND ZONE E ra 30" Min. Below Flow Line (Typ.) 2"x2"x1/4" Plate Washer i Tack Weld or Peen — 6—#6 Equally spaced Vertical Bars UNMETERED ELECTRICAL SERVICE PEDESTAL (LS-2) 120/208V, 10, 3W., 10OA/2P CIRCUIT BREAKER MAIN AIC SERIES 9,'ATED MAX) 1')'0O0'MEUG1 &A-31 -M20 MYERS 6 WWI PHOTOCELL, CONTRACTOR, AND TEST SWITCH. 16"W X 16.5"D X 31 "H OR APPROVED EQUAL. PROVIDE 3' X 3' X 6" CONCRETE FOOTING. INSTALL MINI: M UM OF 3" ABOVE GRADE AND SLOPE TOP 2% AWAY FROM PEDESTAL, REFER TO CITY STD. DETAIL 522 r------ r ------ ------ - ----------------- :_7 PH;0T00ELL--W—, PC TO STREET LIGHTING CO, PSERIF UTILITY 3" C.0 20DA-2P 6-POLE 1 (2) 1 C-01, EUSERC LANDING LUGS I CONTACTOR & SPARE R FU RE +17" (M:IN) TEST SW*nCH . . . . . . . . . . . . GROUND LAMP LISTED---W-- #4 CU-GND NO 3-1/2 PULLBOX FOR THE PURPOSE STAINLESS STEEL AND COPPER DRIVEN GROUND ROD (5/8" ILIA. X 1OFT (MIN)) INSTALL PER NIEC 250,53 OR OTHER APPROVED METHOD Soll Type per UIBC 23' Pole 28' Pole and Geotechnical Report Ill. Sandy Gravel, Gravel 61 7' Sand, Si Sand, Clayey Sand, IV. Silty Gravel, Clayey Gravel DWG. NOT Clay, Sandy Clay, Special Design V, Silty Clay, Clayey Silt per Geotechnical Report TO SCALE OF RANCHO CUCAMONGA, CALIFORNIA STREET LIGHTS AND STANDARD PLAN NiL. -FOUNDATION DETAILS 41,0 DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 OF 2 01. 20627 ry Co EXP. 03/31/20-m< Li w LQ WILSON AVENU E 9 0 0 10+00, li+00 12+00 4 CD 1 34- 00 CONSTRUCTION NOTES VERIFY SCE POINT OF CONNECTION. COORDINATE WORK WITH SCE CONTACT DANIEL SANCHEZ@ 909,202.0024 FURNISH AND INSTALL J" CONDUIT ONLY TO SCE POINT OF CONNECTION. FURNISH AND INSTALL ELECTRICAL SERVICE PEDESTAL 1201208V, IPH, JW 200 AMPS MAIN SCE LS-2 UNMETERED SERVICE MYERSJ MEUG 16A -11 "-M200 OR CITY APPROVED EQUAL WITH CONCRETE BASE AFFIX 4" HELVETICA ADDRESS NUMBER ON STREET SIDE OF CABINET F4� FURNISH AND INSTALL J600 LUMEN / 43 WATT LED STREET LIGHT PER CITY STANDARD D'WG 1 410 ON SHEET 1 WITH NO. J- 112 CONCRETE UNDERGROUND PULLBOX WITH LID STAMPED "STREET LIGHTING" WITHIN 5FT OF STREET LIGHT FURNISH AND INSTALL 5300 LUMEN / 65 WATT LED STREET LIGHT PER CITY STANDARD DWO j 410 ON SHEET i WITH No. 3-712 CONCRETE UNDERGROUND PULLBOX WITH LID STAMPED 'S7REET LIGHTING" WITHIN 5FT OF STREET LIGHT FURNISH AND INSTALL 1" SCHEDULE 40 PVC UNDERGROUND CONDUIT AND (2) 110 THWN-CU & (t) JI CU-GND FURNISH AND INSTALL I" SCHEDULE 40 PVC UNDERGROUND CONDUIT AND PULL ROPE. STUB OUT CONDUIT AT EDGE OF IMPROVEMENTS FOR FUTURE USE. SCALE: 1"-20'-0"