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HomeMy WebLinkAbout5380-1 BARSTOW VP CITY OF FONTANA ,r) \ J W P V P H C V V \ P R C . C ARROW BLVD rn Mil 1 6OCHSAV \ LJ Li1 VALENCIA AVE Q Q o- Q w 0_o ' CC FONTANA > Z w ORANGE WAY COVINA ® 1'V SAN BERNARDINO D UTILITY CO\TACT LST � NORTHERN SANTA FE - - - - - - - - - - - el BURLINGTON LOS CERES AVE ANGELES © II" - Io CITY OF FONTANA UNDERGROUND SERVICE ALERT VERIZON CERES AVE IIIIIIII °'- RIVERSIDE To 8353 SIERRA AVENUE (800) 422-4133 ATTN: STEVE HOOK ANAHEIM P SPRINGS FONTANA, CA 92335 POMONA, CA 91766 � � (909) 350-6632 METROPOLITAN WATER DISTRICT (909) 469-6327 Z. WATER SYSTEM OPERATION GROUP MERRILL AVE Q S ITE Q ® THE GAS COMPANY ATTN: JOE MIRONE FONTANA WATER COMPANY ATTN: GREG GASPAR (909) 776-2664 ATTN: MICHAEL �� o w iji FONTANA., CA 92335 J. MCGRAW 8440 NUEVO P z CC EMERGENCIES: (800) 427-2200 PACIFIC BELL CO. AVENUE FONTANA, CA 92335 o��P�Q o U ATTN: NORMA GUILLOT PH: (909) 822-2201 SO. CALIFORNIA EDISON COMPANY 1265 N. VAN BUREN STREET F 7951 REDWOOD AVE. SUITE 180 WEST VALLEY WATER DISTRICT © FONTANA, CA 92335 ANAHEIM, CA 92807 ATTN:55 LON TS IIE ROAD VICINITY MAP N.T.S. 10 ESCONDIDO (909) 820-5598- UNDERGROUND (714) 666-5401 (909) 875-5100- TRANSMISSIONS RIALTO, CA 92377 is (213) 637-1233- PIPELINES COMCAST (CABLE TV) ATTN: JACK HAYES 1205 METROPOLITAN WATER DISTRICT (909) 357-6233- DISTRIBUTION 1400 E. PHILLIPS BLVD, WATER SYSTEM OPERATION GROUP ...-) \ SAN DIEGO DUPONT AVENUE ONTARIO, CA.91761 ATTN: JOE MIRONE CRAWFORD CANYON MUTUAL WATER CO. (909) 776-2664 ATTN: BASIL J. FABRIZIO (909) 390-4738 VICINITY MAP (909) 463-9580 N.T.S. SHEET INDEX GE\ - �A� \ OTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE STREET NAME SHT. DESCRIPTION FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE TIES TO MONUMENTS TITLE SHEET 1 VICINITY MAP, LOCATION MAP & INDEX MAP, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. SHEET INDEX CONSTRUCTION (" GREEK BOOK"). ALL REFERENCE SPECIFICATIONS AND 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND CERES AVENUE 2 STA. 6+37.00 TO STA. 6+42.60 STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE EMERGENCY VEHICLES. PROVISIONS IN THE "GREEK BOOK", THE CONTRACTOR SHALL IMMEDIATELY 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, CITY ENGINEER. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY 4. CONSTRUCTION PERMITS SHALL NOT BE OBTAINED FROM THE CITY OF ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION WRITTEN APPROVAL. PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY THE CITY INSPECTOR. WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. 350-7610. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING _ 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS O W \ _R METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES LM DEVELOPMENT, LLC MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS FROM UNDERMINING STREET NON-ERODEABLE SWALES ENTERING OR LEAVING OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 3123 PAYNE RANCH, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN IMPROVEMENTS. CHINO HILLS, CA 91733 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR TEL: 909-438-0334 BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL AND FINISH TO MATCH EXISTING CONCRETE. TIMES. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY PIGOT FEET IN DEPTH SHALL BE GUARDED BY SHORING , SLOPING OF THE GROUND OR BAND SEAL TYPE VITRIFIED CLAY PIPER LINES SHALL BE E N(V.C.P.)EEXTD ORAF BSTRENGTHELL AND SCLASS CO\STR U CT 0 \ \ OTES QUA\T T ES OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 DIVISION OF THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. FOR V.D.P. 1O---INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN. 5.6 LF TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY POTENTIAL EXISTS FOR GROUND MOVEMENT. 20---CONSTRUCT SEWER TERMINAL CLEANOUT 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. PER CITY OF FON TAN STD. DWG. NO. 2004 1 EA WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED ®-INSTALL 4" V.C.P. SEWER LATERAL AND 10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. WYE PER CITY OF FONTANA STD. DWG. NO. 2005 27.5 LF AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING0---TRENCH REPAIR PER CITY OF FONTANA STD. DWG. NO. 1008. 84 SF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY 5 INSTALL SEWER CLEANOUT BOX PER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. O CITY OF FONTANA STD. DWG. NO. 2006. 1 EA CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM WORKING DAYS BEFORE EXCAVATION. GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR EASEMENT. TO WORK AROUND THEIR FACILITIES. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER CURB AT THE LOCATION OF THE SEWER LATERAL. MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OPERATION AND WATER REQUIREMENTS. AND ALL AFFECTED AGENCIES IMMEDIATELY. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEMPT WHERE 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING OTHERWISE NOTED. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE APPROVED PRIOR TO PAVING OF STREETS. PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING PAVEMENT PRIOR TO PLACEMENT. DURING CONSTRUCTION. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE COMPLETION OF PAVING. CITY ENGINEER. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY 38. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY BASIS OF BEARING: ENGINEER. THE CENTERLINE OF CERES AVENUE SHOWN AS N89'53'30"E PER TRACT NO. 2103, M.B. 31/1 -2, CLE JOB NO. 13-023-089 RECORDS OF SAN BERNARDINO COUNTY DOANqicDT SHOULD CONSTRUCTION OF THE REQUIRED �Essio, CAL _AND ENGINEERING, INC. CITY OF FO \TA\A, CAL FO \ IA OQc BENCHMARK: IMPROVEMENTS NOT COMMENCE WITHIN TWO ��� c.s� F 576 E. LAMBERT ROAD, SEWER IMPROVEMENT PLAN FD 1 "IP&TAG/LD 6810 AT CENTERLINE INTERSECTION OF CERES r YEARS OF THE DATE OF APPROVAL SHOWN HEREON c ,P 40870 �� BREA, CA 92821 DRAWN BY: SCALE: AVE AND OLEANDER AVE in."--. �' PH:714-671-1050 FAX:714-671 -1090 AND CARRIED FORTH IN A DILIGENT MANNER, THE Exp.331-17 RR TITLE 3LOC < As Noted DIAL TW❑ WORKING Prepared Under The Supervision Of DESIGNED BY: DATE: ELEVATION: 1235.90' YOU BEFGDIG RE \ (, DAY❑UBDIGRE CITY ENGINEER MAY REQUIRE REVISIONS TO THE cIVIL�N ,. . _ JL 1. 6403 S AVE\ U E 8-10-15 �� PLANS TO BRING THEM INTO CONFORMANCE WITH -9T TOLL FREE 1 -800-422-4133 F OF CA�� o�\ ��•�/� v�v ` Date 8"/°-/ S CHECKED BY: (APP OVED DRAWING NO.: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. DATE: 9. z .r1- 5380 JACK LEE R.C.E. 40870 TY ENGI E , CARDO SANDOVAL R.C.E. 51152 2