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Home My WebLink About5638-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISION AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATION AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVE BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEER DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICE AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM A EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENTS. 9. NO MATERIAL OR EQUIPMENTS SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THE PURPOSE. 10. THE LOCATION OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINED, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITIES COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. STATIONING REFERS TO THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESSES FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM OF 12 FOOT LACE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 21. A GEOTHECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAINED THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEAN-OUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINATION CLEAN-OUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VETRIFIED CLAY PIPE (V.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V.C.P. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINT SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTION IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, ARE VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS 29. ALL 4 "HOUSE LATERAL SHALL BE INSTALLED AT A 2% MINIMUM GRADES UNLESS OTHERWISE APPROVE BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH THE PLUG OF 12 BELOW THE GROUND SURFACE. WHEN PUBLIC UTILTY EASEMENT EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHERS FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACE UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVE. 34. ALL I !NDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAYING OF STREETS. 35. APPROVE SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEAN-OUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISH GRADE BY PAVING CONTRACTOR UPON COMPLETION OF PAVING. 37. UPON COMPLETE OF CONSTRUCTION, CONTRACTOR SHALL RESTORE SIGNING, STRIPPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWING SHALL BE PROVIDE BY THE CONTRACTOR TO THE ENGINEER RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. BENCHMARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO CA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE AND CHERRY AVE AT THE SOUTHWEST CORNER CHERRY AVE AND SUMMIT AVE 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FEET SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992" ELEVATION : 1,508.56 FEET (NAVD 88) BASIS OF BEARINGS: THE SOUTH LINE BEARING OF SECTION 14 BEING N 89'53'29"E AS PER P.M.B. 122 PAGE 57 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. UNDERGROUND NO. SERVICE ALERT Rr CALL TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF FONTANA SEWER IMPROVEMENT PLANS 15292 DUNCAN CANYON ROAD PRIVATE ENGINEER NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENTS SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT , EXCEPTING LIABILITY ARISING FROM THE SOLE OF DESIGN PROFESSIONAL. ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON,AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONSTRUCTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. UTILITY PURVEYORS WATER WEST VALLEY WATER DISTRICT 855 W. BASELINE RIALTO, CA 92335 SEWER CITY OF FONTANA 8353 SIERRA AVE FONTANA, CA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY 800 W. CIENEGA AVENUE SAN DIMAS, CA 91773 GAS THE GAS COMPANY 16231 VALLEY BOULEVARD FONTANA, CA 92335 TELEPHONE VERIZON 16071 MOJAVE DRIVE, BLDG. B VICTORVILLE, CA 92335 CABLE ADELPHIA COMMUNICATIONS 1500 S. AUTO CENTER DRIVE ONTARIO, CA 9176 REVISIONS DESCRIPTION ATTENTION: LON TSAI TELEPHONE: (909)875-1804 ATTENTION: RICHARD ASPRIL TELEPHONE: (909)350-6632 ATTENTION: JEFF BURT TELEPHONE: (909)5923737 ATTENTION: STEVE ROBLES TELEPHONE: (909)428-8407 ATTENTION: FRANKAGUSTAIN TELEPHONE: (760)245-0330 ATTENTION: LEWIS MCDONALD TELEPHONE: (909)975-3343 DATE I ENGR. I CITY I DATE CONSTRUCTION NOTES NO. ITEM DESCRIPTION QTY UNIT QSAWCUT & REMOVE EXISTING A.C. PAVEMENT AND "A" 1,918 SF GRIND/OVERLAY PER DETAIL IMPROVEMENTS NOT COMMENCE WITHIN TWO O13 INSTALL 8"0 EXTRA STRENGTH VCP SEWER, BEDDING PER CITY OF 304.0 L.F. FONTANA STANDARD PLAN NO. 1008.. MATEO CIRCLE,BUENA PARK, CALIFORNIA 90620 HEREON AND CARRIED FORTH IN A DILIGENT 24 INSTALL 6"0 SEWER LATERAL WITH SEWER CLEAN-OUT BOX 23 0 MANNER, THE CITY ENGINEER MAY REQUIRE * PER CITY OF FONTANA STANDARD PLAN NOS. 2005/2007 LF 26 CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" OF 95% COMPACTED 1,918 SF DE LEON R.C.E EXPIRES DATE NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 400. sTgT �� o 30 INSTALL TEMP. 8" END PLUG 1 EA 31 CONSTRUCT 72"0 ECCENTRIC MANHOLE PER CITY OF FONTANA 1 EA STANDARD PLAN NO. 2001 31604 12/31/18 DETAIL "A" NOT TO SCALE 152,92 Duncan Canyon 3 VICINITY MAP NOT TO SCALE INDEX TO PROJECT DRAWINGS: SHEET �oFESS DE LEON ENGINEERING SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN 8061 SAN MATEO CIRCLE,BUENA PARK, CALIFORNIA 90620 HEREON AND CARRIED FORTH IN A DILIGENT TEL. # (714)826-5125 FAX. # (714)827-7987 MANNER, THE CITY ENGINEER MAY REQUIRE * REVISIONS TO THE PLANS TO BRING THEM No. C-31604 APPROVED BY: CYNTHIA A. DE LEON R.C.E EXPIRES DATE INTO CONFORMANCE WITH STANDARDS IN sTgT �� o EFFECT. £ of cpyE 31604 12/31/18 152,92 Duncan Canyon 3 VICINITY MAP NOT TO SCALE INDEX TO PROJECT DRAWINGS: SHEET SHEET DESCRIPTION SHEET 1 TITLE SHEET/NOTES/SECTIONS CONSTRUCTION QUANTITIES SHEET 2 PLANS &PROFILE CUP NO. 10-016 DRP NO. 10-002 CITY OF FONTANA, CALIFORNIA DRAWN BY: 15292 DUNCAN CANYON ROAD, FONTANA, CA., 92336 M.D. DESIGNED BY: ROADRUNNER ROAD AND M.D.DUNCAN,4CANYON ROAD CHECKED BY: APPROVED B ': CITY ENGINEER R.C.E. 51152 DATE AS SHOWN DATE: 08/24/17 DWG. NO. 5638 2