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Home My WebLink About2822-SLCITY OF RANCHO CUCAMONGA STREET LIGHT PLAN T 10234 4TH ST RANCHO CUCAMONGA, CA STREET LIGHT GENERAL NOTES UNLESS OTHERWISE SPECIFIED ON THE WORKING DRAWING WHICH FORMS A PART OF THE SPECIFICATION. THE CONTRACTOR SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA. THE ENGINEER 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 THE ENGINEER TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT. 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. CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS-100.1. 110 AND 120. D. FOR TYPE OF CONDUIT FOR THIS JOB. SEE CITY SPECIFICATIONS. E. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS. F. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLES. PMH'S, SOE'S & CAP LOCATIONS. PER CITY SPECIFICATIONS. G. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO .F," POLYPROPYLENE OR POLYETHYLENE ROPE. BRAIDED OR TWISTED. H. 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 6" DIAMETER CONDUIT 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 FOUR INCHES 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, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NOT TIME SHALL CABLE 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 SHALL BE CONSIDERED "ROCK FREE". IF EXISTING BACKFILL DOES NOT PASS THROUGH A SCREEN, PLACE IMPORTED SAND 3" BELOW AND 12" ABOVE CITY CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12" 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 WHENEVER GRADE RISES MORE THAN 18 INCHES ABOVE THE STRUCTURE OR 24" ABOVE THE PAD SURFACE AT A DISTANCE OF 5 FEET FROM TEH 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, 8. SERVICES. - A. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS. B. 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 CITY SHALL BE AS 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 IS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION. WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND ACTUAL FIELD CONDITIONS 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 INSTALLATION. IN ADDITION. CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTION BY INSPECTION AGENCY GRADE AND PROPERTY LINE STAKES MUST 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. HE IS RESPONSIBLE FOR THE COST OF REPAIRS, REPLACEMENT, RELOCATION, OR OTHER CORRECTIONS TO CITY FACILITIES MADE NECESSARY BY HIS FAILURE TO PROVIDE SUPERVISION OR TO OTHERWISE COMPLY WITH THESE SPECIFICATIONS, 13. OTHER UTILITY REQUIREMENTS: THE DRAWING PREPARE 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 WARRANT THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S OBLIGATIONS HEREIN ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE IN CONFORMITY WITH AGENCY 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 X4036 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 CONTRACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR. RANCHO CUCAN10ONGA LEGEND CONTACT INFORMATION: APPLICANT CHARLES BUQUETA AND ASSOCIATION 3880 E. EBONY ST. ONTARIO. CA 91761 OWNER/DEVELOPER: T-ROSE INVESTMENTS 3880 EAST EBONY STREET ONTARIO. CA 91761 TAL SHOSHAN tshoshan@fivestargourmetfoods. com PH: (909) 390-0032 X-103 PROPERTY LINE CENTER LINE (733.25) EXISTING SPOT ELEVATION --(790) ____ EXISTING SURFACE CONTOUR 742 FINISHED SURFACE CONTOUR EXISTING FENCE FH I1virm EXISTING TREE ABBREVIATIONS (450.00) INDICATES EXISTING ELEVATION EX 450,00 INDICATES PROPOSED ELEVATION INV AB AGGREGATE BASE IRR AC ASPHALTIC CONCRETE LP AD AREA DRAIN NO. BC BEGINNING OF CURVATURE %14X CAN CABLE TELEVISION MIN CB CATCH BASIN (CURB INLET) O.C. CL CENTERLINE FDC CLR CLEAR FF CO CLEAN OUT FG CONC CONCRETE FL DW DOMESTIC WATER FS EC END OF CURVATURE ICV EP EDGE OF PAVEMENT PCC OH SD ss G SD • TENANT. FIVE STAR GOURMET FOODS. INC 3880 EAST EBONY STREET ONTARIO. CA 91761 TAL SHOSHAN tshoshan@fivestargourmetfoods com PH: (909) 390-0032 X-103 CIVIL ENGINEER: WARE MALCOMB 10 EDELMAN IRVINE. CA 92618 LUKE CORSBIE lcorsbie@waremalcomb.com PH: (949) 660-9128 ELECTRICAL EXISTING STORM DRAIN SANITARY SEWER GAS STORM DRAIN WATER UTILITY POLE PROPOSED STREET LIGHT ENGINEER'S NOTICE TO CONTRACTOR 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED BY THE APPROXIMATE LOCATION AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON. AGREES TO ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OF STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION. CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS, 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. WARE MALCOMB SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. STREET IMPROVEMENT CONSTRUCTION NOTES 1 O INSTALL 9,500 LUMEN HPSV - EQUIVALENT LED STREET LIGHT PER CITY STD. 410: PAID FOR AND COORDINATED BY 1EA DEVELOPER STREET LIGHT CONDUIT EXTENSION TO SCE POINT OF CONNECTION. CONSTRUCT 3" CONDUIT TO VERIFIED POINT OF O CONNECTION. 128 LF O3 FURNISH AND INSTALL PULL BOX 5' MAX FROM STREET LIGHT PER CITY STD. 411. 1 EA 4O SCE POINT OF CONNECTION 1 EA UTILITY PURVEYORS SITE INFORMATION ELECTRICITY: SOUTHERN CALIFORNIA EDISON CO. 9500 CLEVELAND AVENUE RANCHO CUCAMONGA. CA 91730 PH: (800) 655-4555 GAS: SOUTHERN CALIFORNIA GAS 962 NORTH MOUNTAIN AVENUE ONTARIO. CA PH: (800) 427-2000 WATER: CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 PH: (909) 987-2591 NOTES CABLE: CHARTER COMMUNICATIONS 10768 E FOOTHILL BLVD ST 170 RANCHO CUCAMONGA, CA 91730 PH: (866) 499-8080 SANITARY SEWER: CUCAMONGA VALLEY WATER DISTRICT 10440 ASHFORD ST, RANCHO CUCAMONGA. CA 91730 PH: (909) 987-2591 1. THE EXISTING POWER POLE WILL BE RELOCATED PER SEPARATE PLAN AND PERMIT. 2. STREET TREES' REMOVAL ARE SUBJECT TO TREE REMOVAL PERMIT. EXISTING INVERT PIV POST INDICATOR VALVE IRRIGATION PL PROPERTY LINE LOW POINT PSI POUNDS PER SQUARE INCH NUMBER SLANTING AREA (LANDSCAPE) MAXIMUM RVV RIGHT OF WAY MINIMUM RIM RIM ELEVATION ON CENTER ROW RIGHT OF WAY FIRE DEPARTMENT CONECTION S'W SIDEWALK FINISHED FLOOR SD STORM DRAIN FINISHED GRADE SS SANITARY SEWER FLOWLINE SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FINISHED SURFACE TC TOP OF CURB IRRIGATION CONTROL VALVE TYP. TYPICAL PORTLAND CEMENT CONCRETE Know what's b@SOW. Call 8`11 before you dig. BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF RANCHO CUCAMONGA BENCHMARK 113-B HAVING AN ELEVATION OF 1,030,878 APN: 0210-371-01 LEGAL DESCRIPTION: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PARCEL2 OF PARCEL MAP 5239, IN THE CITY OF RANCHO CUCAMONGA. COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA AS PER MAP FILED IN BOOK 52. PAGE 10 OF PARCEL MAPS. IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. NOTE: NO SURVEY MONUMENTS NOT FOUND AT 4 PROPERTY CORNERS. rri 011 o --- --- ------I \ \ -` FO FO FO F - F FO FO F4 FO FO FO FO FD FO FO - I=0 FO O FO FO -r T FO , e - =_- __ —�__— / _ — --tea--—=�.�=--'e` _— — — -- _— — -- -- -- _ — _ -- -- _— _-- — -- --_— ------�_—' s -- -- -- ---_- ---- w16- -4- E E E E c -- H 0F1 E- E)H i�-sue - �Ffi- �-QF� '' -�H OH OH OH OH -�— OH OH �_ M rri — — — — — — c1r) Lr) =-4— RW RW - � -_ "`� RW RW RW RW RW RW W RW RW RW RW RW W RW RW RW—� 6V RW RW RW RW RW RW RW RW RW RW RW- U)O U)Cn 4 1 —SS SS SS SS SS SS SS SS SS SS SS Sc c� cc �S SS �� SS SS SS SS SS _ — �� SS SS SS SS SS Ss C/LST.INT _ _--�—=--- 10+00.00 4TH STREET — — .._'__�- 10+00.00 HERMOSA AVE. - - - FOURTH STREET . . . . . . . . . . . . ... I STREET LIGHT PLAN 11 v il STREET IMPROVEMENT CONSTRUCTION NOTES O INSTALL 9.500 LUMEN HPSV - EQUIVALENT LED STREET LIGHT PER CITY STD. 410'. PAID FOR AND COORDINATED BY DEVELOPER STREET LIGHT CONDUIT EXTENSION TO S.C.E POINT OF CONNECTION. CONSTRUCT 3" CONDUIT TO VERIFIED POINT OF CONNECTION. O FURNISH AND INSTALL PULL BOX 5' MAX FROM STREET LIGHT PER CITY STD, 413, 4O SCE POINT OF CONNECTION 0 10 20 30 Scale 1 " = 10 ft