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Home My WebLink About4984-5s N N 0 N d d CL 0 0 m izN im H E 1p E� M 7 r z Y W J W CL m 0 �v rN W U D Z3 J_ N z �w W J V W W W a CITY OF ONTARIO GENERAL NOTES FOR STORM DRAIN IMPROVEMENT PLANS 1, WHERE UTILITIES NEED TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH A,P.W,A, STANDARD 224-1 UNLESS OTHERWISE INDICATED, 2, PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING SEWER MAIN(S) AND NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN, 3. THE PIPE SHOWN HEREON SHALL BE INSTALLED IN ACCORDANCE WITH CASE III BEDDING AS SHOWN ON L,A.C.D.P.W. STANDARD 3080-2, UNLESS OTHERWISE SHOWN, =W• VALUE SHALL BE AS SPECIFIED ON L,A.C.O.P,W. STANDARD 3080-2 FOR CASE III BEDDING, NOTES 3 (A), 3 (B), AND 3 (C). IF THE xWx VALUE AT THE TOP OF THE PIPE IS EXCEEDED, THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED, ALL PROPOSED MODIFICATIONS TO THIS REQUIREMENT SHALL BE APPROVED BY THE CITY ENGINEER, 4. MINIMUM COVER OF STORM DRAIN MAIN SHALL BE 7 FEET FROM THE FINISHED SURFACE PER STANDARD DRAWING 1302-1304. 5. STORM DRAIN MAIN STATIONING IS PER PIPE CENTERLINE, 6. STREET CENTERLINE STATIONING IS PER THE STREET IMPROVEMENT PLANS AND PROVIDED FOR REFERENCE, 7. CONTRACTOR SHALL NOT BACKFILL TRENCH UNTIL THE CITY INSPECTOR HAS OBTAINED AS- BUILT STATIONING ON ALL STRUCTURES, 8, AT COMPLETION OF ALL UTILITIES AND PRIOR TO ACCEPTANCE OF THE WATERLINES AND PRIOR TO PAVING, THE DEVELOPER SHALL HIRE A CITY APPROVED VIDEO COMPANY TO VIDEO TAPE THE PIPELINES, CITY SHALL REVIEW SAID VIDEOTAPES FOR POTENTIAL CONSTRUCTION DEFECTS PRIOR TO ACCEPTANCE OF THE PROJECT, CITY OF ONTARIO GENERAL NOTES FOR STREET LIGHT IMPROVEMENT PLANS 1. ALL TRAFFIC STRIPING, MARKINGS, SIGNS, TRAFFIC SIGNALS AND HIGHWAY LIGHTING, EXCEPT AS INDICATED HEREON SHALL BE DONE IN STRICT CONFORMANCE WITH THE CURRENT CITY OF ONTARIO STANDARD SPECIFICATIONS AND STANDARD DRAWINGS AND THE LATEST EDITIONS OF THE CALTRANS STANDARD SPECIFICATIONS SECTIONS 56, 82, 84, 85, 86 AND STANDARD DRAWINGS, AND THE MUTCD, AND THE MUTCD CALIFORNIA SUPPLEMENT. 2. ALL CABLE SHALL BE DELIVERED NEW TO THE SITE AND SHALL BE PULLED CONTINUOUSLY FROM LIGHT STANDARD TO FEED POINT, SPLICED WIRES ARE ALLOWED IN PULL BOXES ONLY, SPLICING IS NOT ALLOWED IN CONDUITS OR STREET LIGHT STANDARDS, 3. AS SHOWN ON THE CALTRANS STANDARD PLAN, ES -13, CONDUCTORS SHALL BE SPLICED BY THE USE OF COMPRESSION CONNECTORS AND INSULATION SHALL BE BY "METHOD B", WIRE NUTS ARE NOT ALLOWED, 4. WIRING SHALL BE POLY VINYL -CHLORIDE INSULATED (TYPE THW, OR THNN) 600V . NO, 8 AWG COPPER CABLE PER THE STANDARD SPECIFICATIONS OR APPROVED EQUAL, NUMBER 12 AWG COPPER CABLE SHALL BE ALLOWED IN THE LIGHT STANDARDS. 5. CONDUCTORS SHALL CONFORM TO THE FOLLOWING COLORS: CONDUCTORS FOR GROUNDING AND BONDING SHALL BE BARE OR GREEN, COMMON OR NEUTRAL CONDUCTORS SHALL BE WHITE, UNDERGROUND -LINE 1 CONDUCTORS SHALL BE BLACK, UNDERGROUND -LINE 2 CONDUCTORS SHALL BE RED. 6. A NUMBER 3%2PULL BOX SHALL BE INSTALLED 6" BEHIND CURB IN LINE WITH THE CENTER OF THE LIGHT STANDARD ON SIDE NEAREST THE FLOW OF ON COMING TRAFFIC, THE PULL BOX SHALL BE SLOPED AT 1/4" PER FOOT TO TOP OF CURB, FITTED WITH A FUSED SPLICE CONNECTOR CONFORMING TO STATE OF CALIFORNIA STANDARD SPECIFICATION, SECTION 86-2.095. THE FUSE CONNECTOR SHALL BE BUSSMAN - TYPE TRON-HEB FOR 12OV, OR TRON-HEX FOR 240V, WITH TYPE KTK FUSES RATED AT 20 AMPS (BUSSMAN BULLETIN SPF -11), REFER TO CITY OF ONTARIO STANDARD DRAWING STREET LIGHT INSTALLATION DETAIL. 7. ALL CONDUITS SHALL BE 1%2" RIGID METALLIC OR SCHEDULE 80 PVC, UNLESS OTHERWISE NOTED, 8. BONDING OF CIRCUITS SHALL BE PER APPLICABLE CODES, 9. ALL NEW LUMINARY CIRCUITS SHALL OPERATE ON 240 VOLTS, THE CONTRACTOR SHALL VERIFY THE VOLTAGE OF THE EXISTING LUMINARIES, 10, POLES SHALL BE FROM ONE MANUFACTURER. 11. POLES SHALL BE MOUNTED IN CENTER OF FOUNDATION PER ONTARIO STANDARD DRAWING STREET LIGHT STANDARD, 12, ALL FOUNDATIONS SHALL BE ADJACENT TO BACK OF CURB PER ONTARIO STANDARD DRAWING STREET LIGHT STANDARD, OR AS OTHERWISE SHOWN. 13. ALL ANCHOR BOLTS SHALL BE 1" X 36" X 4", AND PROJECT 4%2" ABOVE TOP OF FOUNDATION, CAP WITH 5" OF GROUT SLOPED AT t/4" PER FOOT TO TOP OF CURB, REFER TO ONTARIO STANDARD DRAWING STREET LIGHT INSTALLATION DETAIL 14, THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL MATERIALS INCLUDING PHOTOELECTRIC CONTROL CIRCUIT BREAKERS AND AUXILIARY RELAY(S). SOUTHERN CALIFORNIA EDISON WILL FURNISH AND INSTALL SERVICE CONDUCTORS TO THE LANDING LUGS PER CITY OF ONTARIO STANDARD DRAWINGS UNDERGROUND ELECTRICAL FEED POINT AND STREET LIGHT PEDESTAL WIRING DIAGRAM, 15, CIRCUIT PROTECTION SHALL BE PROVIDED AS FOLLOWS 15 AMP FOR PHOTOELECTRIC CONTROL, 30 AMP SINGLE OR DOUBLE POLE FOR EACH CIRCUIT AS REQUIRED, 16, AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE TO THE ONTARIO MUNICIPAL SERVICE CENTER,1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE NO, 9 ON THE WEST SIDE OF COLUMBIA AVENUE NORTH OF DEODAR STREET OR SOUTH OF ONTARIO MUNICIPAL SERVICE CENTER CUCAMONGA AVENUE DRIVEWAY. A p CITY OF ONTARIO DIAL TWO WORKING RECOMMENDED BY; "+� 1 BEFORE �»• • DAYS BEFORE w ' R VAIL YOU DIG YOU DIG ACCEPTED BY: TOLL FREE -800-227.2600 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 17, INSTALL A SHORTING CAP IN THE PHOTOELECTRIC CONTROL RECEPTACLE OF ALL LIGHT STANDARDS, 18. A %" X 8" BLACKBURN COPPER CLAD GROUND ROD, OR EQUIVALENT, WITH COPPER WELD GROUND CLAMP, OR EQUIVALENT, SHALL BE INSTALLED IN THE UNDERGROUND ELECTRICAL FEED POINT (SERVICE PEDESTAL), REFER TO ONTARIO STANDARD DRAWING UNDERGROUND ELECTRICAL FEED POINT, 19. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUREMENTS OF THE SOUTHERN CALIFORNIA EDISON COMPANY. 20. STATE LAW CAL/OSHA ELECTRICAL SAFETY ORDER 2946 REQUIRES A WNIMUM CLEARANCE OF 10 FEET FROM OVERHEAD HIGH VOLTAGE LINES AND STREET LIGHTS AND OPERATING BOOM -TYPE LIFTING OR HOISTING EQUIPMENT, 21. CONTRACTOR SHALL REQUEST THE FIELD INSPECTOR TO NOTIFY THE TRAFFIC ENGINEERING DEPARTMENT TO SEND A LETTER OF SERVICE REQUEST TO EDISON AT THE START OF CONSTRUCTION OF THE PROJECT, CITY OF ONTARIO GENERAL NOTES FOR WATER IMPROVEMENT PLANS 1. WATER MAINS WITHIN NEW MODEL COLONIES UP TO 16" SHALL BE C900 CLASS 200 OR C905 PVC, OR 16" 10 GAUGE CML/CMC WELDED STEEL MORTAR LINED AND COATED ONLY OR WITHIN THE OLD MODEL COLONIES SHALL BE CLASS 350 DUCTILE IRON CEMENT MORTAR LINED AND ASPHALT COATED OR 10 GAUGE CML/CMC WELDED STEEL MORTAR LINED AND COATED ONLY, WATER MAINS OVER 16" WITHIN THE NEW MODEL COLONES SHALL BE CML/CMC AND WITHIN THE OLD MODEL COLONIES SHALL BE CLASS 350 DUCTILE IRON CEMENT MORTAR LIMED AND ASPHALT COATED OR 10 GAUGE CML/CMC WELDED STEEL MORTAR LINED AND COATED ONLY 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF THE EXISTING WATER MAIN(S) AND NOTIFY THE DESIGN ENGINEER OF ANY VARIATION FROM DESIGN. 3. ALL VALVE OPERATIONS SHALL BE BY CITY FORCES, THE CONTRACTOR SHALL CONTACT THE CITY A MIMMUM OF 48 HOURS PRIOR TO TIME OF THE REQUIRED VALVE OPERATIONS (909) 395-2025. 4. MINIMUM COVER OF WATER MAINS SHALL BE 42 INCHES FROM THE FINISHED SURFACE FOR PIPES UNDER 12" DIAMETER AND 48 INCHES FOR PIPES 12" DIAMETER AND LARGER, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 5. WATER MAIN LINE STATION"NG IS PER PIPE CENTERLINE, 6. STREET CENTERLINE STATIONING IS PER THE STREET IMPROVEMENT PLANS AND PROVIDED FOR REFERENCE, 7. THE CONTRACTOR SHALL INSTALL SUITABLE THRUST BLOCKS AT EVERY VERTICAL AND/OR HORIZONTAL CHANGE OF DIRECTION IN ACCORDANCE WITH CITY OF ONTARIO STANDARD DRAWING NO. 4004* WHETHER OR NOT SPECIFICALLY CALLED FOR OR SHOWN ON THE PLAN. UPON APPROVAL BY CITY, CONTRACTOR MAY UTILIZE FULLY WELDED JOINTS (IN LIEU OF THRUST BLOCKS) PER CITY OF ONTARIO STANDARD DRAWING NO, 4003, THRUST RESTRAINT FOR PVC PIPE SHALL BE ACCOMPLISHED WITH THE USE OF RESTRAINED JOINTS PER STANDARD DRAWING NO. 4010, 8. ALL MATERIALS, TESTING, AND INSPECTION OF PIPE SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF CITY OF ONTARIO AND THE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS, FAILURE TO MEET ANY OF THESE REQUIREMENTS WILL BE CAUSE FOR REJECTION. 9. ALL WELDED STEEL PIPE USED SHALL BE CEMENT MORTAR LINED AND COATED, 10 GAUGE (MINIMUM), UNLESS NOTED OTHERWISE, 10, ALL STEEL BENDS AND FITTING SHALL BE CEMENT MORTAR LINED AND COATED AND SHALL BE SHOP FABRICATED PER AWWA C-208, CONTRACTOR SHALL SUBMIT FABRICATION DRAWINGS FOR ALL AWWA SHOP FABRICATED FITTINGS TO THE CITY. 11, ALL APPURTENANCES (I,E. AV, BO, FH, SERVICES, ETC.) THAT REQUIRE RELOCATION SHALL BE RECONSTRUCTED IN ACCORDANCE WITH CURRENT CITY STANDARDS, EACH APPURTENANCE TO BE RELOCATED SHALL BE EVALUATED IN THE FIELD ON A CASE BY CASE BASIS AND RECONSTRUCTED AS DIRECTED BY THE CITY, HOWEVER, UNLESS OTHERWISE APPROVED BY THE CITY, RELOCATED APPURTENANCES SHALL BE RECONSTRUCTED FROM THE MAIN TO THE PROPOSED LOCATION. 12, TEST PRESSURE SHALL BE 1501, OF PIPE CLASS RATING (IE: CLASS 150.225 PSI TEST), SHALL BE UNDER CONTINUOUS INSPECTION, AND SHALL BE IN ACCORDANCE WITH CITY STANDARD PROCEDURES. 13. SEPARATION REQUIREMENTS BETWEEN WATER, RECYCLED WATER, AND SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES REQUIREMENTS AND THE CITY OF ONTARIO DESIGN STANDARDS. IF CONFLICTS BETWEEN CITY AND DOHS STANDARDS EXIST, THE DOHS CRITERIA WILL CONTROL. WHEN MINIMUM SEPARATION CANNOT BE ACHIEVED, STANDARD DRAWING NO.4001 SHALL BE STRICTLY FOLLOWED, 14, CONTRACTOR SHALL NOT BACKFILL TRENCH UNTIL THE CITY INSPECTOR HAS OBTAINED AS -BUILT STATIONING ON ALL STRUCTURES, 15. UPON COMPLETION OF CONSTRUCTION OF ALL CML/CMC WATERLINES, THE CONTRACTOR SHALL HIRE A CITY APPROVED VIDEO COMPANY TO VIDEO TAPE THE PIPELINES, CITY SHALL REVIEW SAID VIDEOTAPES FOR POTENTIAL CONSTRUCTION DEFECTS PRIOR TO ACCEPTANCE OF THE PROJECT, 16, INSCRIBE AN "S", "W's, AND/OR "I" ON THE FACE OF THE CURB TO INDICATE WHERE SEWER LATERALS, WATER LATERALS AND/QR RECYCLED WATER SERVICES CROSS THE CURBLINE, SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO O YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH KVINN DESCRPTION DATE ENCR. CITY DATE STANDARDS IN EFFECT. CITY OF ONTARIO GENERAL NOTES FOR TRAFFIC SIGNAL IMPROVEMENT PLANS 1, ALL WORK AND MATERIALS SHALL CONFORM TO CALTRANS STANDARD PLANS AND SECTION 86 OF THE CALTRANS STANDARD SPECIFICATIONS, BOTH DATED JULY 1992, AND CITY OF ONTARIO SPECIAL PROVISIONS FOR TRAFFIC SIGNALS PREPARED SPECIFICALLY FOR THIS WORK, 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THIS SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS, WHICH DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED, RENEWAL OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTIONS 84 AND 85 OF THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND THE SPECIAL PROVISIONS. 4, UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND WERE NOT LOCATED IN THE FIELD, UNLESS OTHERWISE NOTED ON THE PLAN, THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 5, STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION NUMBER PRIOR TO THE ISSUANCE OF THE CITY'S ENCROACHMENT PERMIT, THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (1-800-422-4133, 48 HOURS M"NIMUM) IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES THAT CAN AFFECT ANY UNDERGROUND UTILITIES, 6, ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED ARE TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 7, IN CASE OF ACCIDENTS INVOLVING SAFETY MATTERS COVERED BY SECTION 6424 OF THE CALIFORNIA LABOR CODE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND A BUSINESS LICENSE FROM THE CITY OF ONTARIO, 9. THE CONTRACTOR SHALL OBTAIN A TRAFFIC CONTROL PERMIT A MINIMUM OF TWO WORKING DAYS PRIOR TO THE TIME OF CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR IS REFERRED TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 10. ALL WORK RELATED TO ELECTRIC SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE REQUIREMENTS OF THE SOUTHERN CALIFORNIA EDISON COMPANY. OBTAIN APPROVAL FOR EXACT EQUIPMENT, POLE, AND DETECTOR LOCATIONS PRIOR TO FINAL PLACEMENT, 11, ALL PULL BOXES ADJACENT TO MAST ARM POLES, OR WITH FOUR OR MORE CONDUITS ENTERING SHALL BE s6, ALL OTHERS SHALL BE r5 UNLESS OTHERWISE SHOWN, 12, DETECTOR LOOPS SHALL BE SPLICED IN SERIES, PHYSICALLY ADJACENT DETECTOR LOOPS SHALL BE WOUND WITH OPPOSITE ROTATION, ROTATION REVERSAL MAY BE ACCOMPLISHED AT THE PULL BOX BY REVERSING THE LEADS, 13, AT THE DIRECTION OF THE ENGINEER, THE CONTRACTOR SHALL DELIVER AND UNLOAD ANY SALVAGE AT THE ONTARIO MUNICIPAL SERVICE CENTER, 1425 SOUTH BON VIEW AVENUE, OR CITY WELL SITE NO, 9, ON THE WEST SIDE OF COLUMBIA AVENUE NORTH OF DEODAR STREET. 14. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE ENGINEER OR THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION, UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. 15, PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL OBTAIN FROM THE CITY A SET OF SPECIAL PROVISIONS PREPARED SPECIFICALLY FOR THIS WORK, Q oFEss,PREPARED PPUTNTDDEER SHE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA .G. c & STREET IMPROVEMENT PLAN ASSOCIATES, INC. CIVIL-TRRCKWORK ENGINEERING DRAWN Bt, No. 746 7 :0 J. g T WN &COUNTRY RD.SUITE 300 E. LOPEZ CITY OF ONTARIO EXP. 6130/14 - oANG. CA 92868 GENERAL NOTES CIVIC- •t E. LOPEZ M Dote CHECKED BY: APPY BY: MARZIEH S.G. GHANDEHARI R.C.E. 62746 GHANDEHARtCIIDATE:',lJ SCALE-- AS CALE:AS SHOWN DATE: 11/30/12 4984 FA