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Home My WebLink About5142-11. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS 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 RESOLVED 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, ENGINEERING 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 FOLICIES, 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 DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM 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 EXCAVATIONS 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 FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, 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 C014STRUCTION WITH ALL UTILITY 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 UTILITY 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 STREET CENTERLINE STATIONS. 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 SURVEYCONTROL, 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 THE MONUMENT. 17. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE 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 GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN 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 CONSTRUCTIONS IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT OR BAND SEAL TYPE VITRIFIED 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 COMPRESSICN JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALL 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT. CITY OF FONTANA BM # 438 ELEV = 1140.88 NGVD 29 TOP OF FIRE HYDRANT, NORTHEAST CONER OF MARYGOLD AND SIERRA BAW Q BEARINGS ARE BASED ON THE CENTERLINE OF VALLEY BOULEVARD HAVING A BEARING OF NORTH 89'28'58", PER MARCEL MAP NO. 12433, P.M.B. 165/35-36 SEWER, IMPROVEMENT PLANS IN THE CITY OF FONTANA, STATE OF PARCEL MAP No. 19316 ,n2 f� rURVE 1 OM SEWER - CITY OF FONTANA WATER - FONTANA WATER COMPANY 909-822-2201 ELECTRIC - SOUTHERN CALIFORNIA EDISON 1 1 TELEPHONE - ATT 800-288-2020 GAS - SOUTHERN CALIFORNIA GAS CO. 877-238-0092 CABLE - TIM -WARNER CABLE a`x I 1_ IRRIGATION - FONTANA WATER COMPANY €I 3 H 1�'114, u c 274E TC HI PT W, CALIFORNIA ■ jxA 11w SCALE: 1"=50' 31. THE SEWER CONTRACTOR SHALL STAMP AS "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WTH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMP`_ETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL R17 STORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. OD(5jA--�k�uDIAL(I&) TW❑ WORKING BEFOREDAYS BEFORE YOU DIGYOU DIG TOLLFREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION I DATE VKAAW IY1A N.T.S. CONSTRUCTION NOTES & QUANTITIES O CONSTRUCT 6" SEWER LATERAL CONNECTION PER CITY OF FONTANA STD. DWG. NO. 2008. 1 EA O2 CONSTRUCT 6" EXTRA STRENGTH VCP SEWER LATERAL AND SEWER CLEANOUT PER CITY STD. DWG. NO. 2005. 59 L. F. O3 TRENCH REPAIR PER CITY OF FONTANA STD. DWG. NO. 1008. 48 - F. �f mnen ammuria igineem SAXON ENGINEERING SERVICES, INC 2605 TEMPLE HEIGHTS DRIVE, SUITE A, OCEANSIDE, CA 9205E TEL: 949.366.2180 FAX: 800.653.419: SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO 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 STANDARDS IN EFFECT. LEGAL DESCRIPTION TITLE REPORT NO. 0625-3157457(LP) DATED: OCTOBER 17, 2008 THAT PORTION OF LOT 67, MARYGOLD ACRES, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 19 OF MAPS, PAGE 15, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 0194-331-14-0-000 AND 0194-331-14-Z-000 GENERAL NOTES PROJECT ADDRESS: 10067, 10087 SIERRA AVENUE FONTANA, CA 92335 ASSESSORS PARCEL NUMBER: 0194-331-14-0000 0194-331-15-0000 EXIST;NG LAND USE: C2 --GENERAL COMMERCIAL PROPOSED LAND USE: C2 --GENERAL COMMERCIAL DEVELOPMENT AREA: GROSS AREA: 73,470 SF, 1.69 AC NET AREA: 68,532 SF, 1.57 AC DATE MAP PREPARED: MARCH, 2011 NUMBERED LOTS: ONE (1) COMMERCIAL PARCEL V 1 ILI 1 1 rURVE 1 OM SEWER - CITY OF FONTANA WATER - FONTANA WATER COMPANY 909-822-2201 ELECTRIC - SOUTHERN CALIFORNIA EDISON 800-655-4555 TELEPHONE - ATT 800-288-2020 GAS - SOUTHERN CALIFORNIA GAS CO. 877-238-0092 CABLE - TIM -WARNER CABLE 800-892-2253 IRRIGATION - FONTANA WATER COMPANY 909-822-2201 k- Tklili # i MR. MARK SATER BP WEST COAST PRODUCTS 4 CENTERPOINTE DR. LA PALMA, CA 90623 (909) 772-5898 SOILS ENGINEER GEOMAT TESTING LABORATORIES INC. 9980 INDIANA AVENUE SUITE 14 RIVERSIDE, CA, 92503 PHONE NO.: (951) 688-5400 FAX NO.: (951) 688-5200 LECIEND *C� F.H. = FIRE HYDRANT 0--3�- STLT = STREET LIGHT TRFSIG = TRAFFIC SIGNAL = SIGN ❑ PB = PULL BOX ❑ WM = WATER METER ❑ TELPED = TELEPHONE PEDESTAL ❑ MB = MAIL BOX ❑ ELEC VAULT = ELECTRIC VAULT ® WV = WATER VALVE O SMH = SEWER MANHOLE O SDMH = STORM DRAIN MANHOLE O TELMH = TELEPHONE MANHOLE • PP = POWER POLE S/W = SIDEWALK TC = TOP OF CURB FL = FLOW UNE TB = TOP OF BERM FS = FINISH SURFACE FG = FINISH GRAGE BW = BACK OF WALK REMOVE EXIST AC PAVEMENT D PROP AC PAVEMENT SHEET INDEX= 1 TITLE SHEET 2 SEWER IMPROVEMENT PLAN ASD# 11-004 OFESS/ Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA ��J�� M Sq(�2c TITLE SHEET DRAWN BY: SC Z SIERRA AVENUE -VALLEY BOULEVARD Lo NO. 44180 m AS SHOWN OC Exp. 6/30/15 DESIGNED Bf: KMS DATE: 0067 SI VENUE, FONTANA, CA 92335 --Date :5/11/15. CHECKED BY: KMS APP VED JOB NO.: OF CALIF KURT M. SAXON RCE: 44180 R�. 5142 V 2