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Home My WebLink About4031-1LEGEND - RIM TOP OF MANHOLE (RIM ELEV.) INV(X) INVERT ELEVATION (DIRECTION) PROPOSED MANHOLE mmmmmm PROPOSED SEWER MAIN -W- EXISTING WATER EXISTING SEWER . . 1,G55 LF POWER. POLE FS FIN15MED SURFACE VCP VITRIFIED CLAY PIPE ® PROPOSED RCB STORM DRAIN -� REMOVAL * REPLACEMENT FG FINISHED GRADE ---Ej PROPOSED WATER MPTER/LATPRAL PROPOSED SEWER LATERAL t, G" MIN I o" MAX I C" MAX t212 _ - ---- 8" VCP/ D.1.P. 3" MAX SIZE NATIVE SOIL COMPACTED 95% 7 G" MIN TRUC NOMW, IEST 1 INSTALL 8" EXTRA STRENGTH VCP SEWER . . . . . . . . . . . . . 4 17 LP INSTALL 4" SEWER LATERAL PER CITY STD 125 . . . . . . . , . . 14 EA INSTALL 48" MANHOLE PER CITY STD 1 12 . . . . . . . . . . . . 5 EA 1 2 SAWCUT EXISTING PAVEMENT . . . . . . . . . . . . . . . . . . . 1,G55 LF 5 REMOVE AND REPLACE EXISTING PAVEMENT . . . . . . . . , . . 4,000 SF AND BACKFILL PEP CITY STD. 13 1 UG INSTALL BACKFLOW PREVENTION DEVICE . . . . . . . . . . . , . I EA . 230 LP INSTALL 8" VCP WITH 2 SACK SAND SLURRY PER DETAIL 'A', SHEET I INSTALL 10" VCP SEWER . . . . . . . . . . . . . . . . . . . . . . 7G5 LF 2 INSTALL 8" DIP SEWER WITH 1/8" POLY ENCASEMENT . 180 LF 1 INSTALL LOCKING MANHOLE LID . . . . . . . . . . . . . . . . . . I EA *ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES. **PAVEMENT STRUCTURAL SECTION FOR REPLACEMENT SHALL A�QVED BY THE Cf ENGI PE COA/,5-.� " &-l-rCRAL Pelz C r'i LAA Alo. L. --1A1r7RA!- ----h.A Ali TABLE: 200- I .2 [A] TYPICAL REDDINC MR 8" VCP / .®> m LESS THA,N 10' DEEP NTS WATER, :COMPANY FONTANA WATER. CO. 8440 NUEVO AVENUE f NTANA, CA 32334 () 522-2201 SEWAGE DISPOSAL CITY Of FONTANA 8353 SIERRA AVENUE PNTAIA CA 92335 ( 9) 3'50-G 32 ELECTRIC SOUTHERN5OUTHERN CALIFORNIA ED150N 7951 REDWOOD AVE. P NTANA, CA 52335 (0) 335-7750 GA THE GA5 COMPANY 1981 W. LUGONIA AVE. ( 335-7847 TELEPHONE PAt:.,.IPIC"BELL TLELPHONE CO. 3e39 C. COR.ONADO ST. ANAHEIM, CA 92807 (800) 3 10-2335 GABLE CMA5T CABLE 1205 DUPONT ST. ONTARIO, CA 5 1 7G I (0) 481-1 1 15 BEING A CHISELED "X" LOCATED AT THE INTERSECTION OF ALDER AND IVY AVE AT THE NORTH END Of: THE NORTHEAST CURB RETURN. ELEVATION 1302.02 DA515 OF BEARINGS BEING THE CENTER LINE Of: LAUREL AVENUE PER TRACT NO. 1390, MB 244/73-74 BEING NG° 10'3 1 "W 1A 0 3" MAX SIZE NATIVE SOIL COMPACTED DSc Gil MIN, " MIN I C" MAX 12" ---- ----- 8" VCP - .. 1111111 1 ! 2 SACK SAND SLURRY 12" MIN F- �..r/0 I " MAX 51ZE SELECTED 4" NATIVE BEDDING COMPACTED TO 50`f�o THE EX15TFN,CF AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RE5PON51131LITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE ;SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FO'R JO551TF CONDITIONS DUPING THE COURSE OF CONSTRUCTION Of TH15 PROJECT, INCLUDING SAFETY Of ALL PERSONS AND PROPERTY; THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY ANIS NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEPEND, INDEMMPY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS PROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING POR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. RI elvrn W. Thatcher, III R. .F. 399G4 Exp. Exec 3 1, 2009 GENERAL NOTES 1. 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 BOO'S'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SMALL 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 :SMALL 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 SMALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SMALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (CD) 350-7c, 10. 5. THE CONTRACTOR SMALL CONFORM TO AL TRAFFIC CONTROL POLICES, METHODS AND PROCEDURES DESCRIBED IN THE STATE Of CALIPOPNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. G. IT SMALL BE TMP RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SMALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 REPT OR GREATER IN DEPTH PROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY, 8. THE WALLS AND PACES Of ALL EXCAVATIONS GREATER. THAN PIVD () FEET IN DEPTH SMALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE Of CALIFORNIA. TRENCHES LESS THAN FIVE (5) DEPT SMALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOP GROUND MOVEMENT. D. 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 INf'ORMA.TION, 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 1-800-227-2GOO TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION 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 DAY'S NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY EIRP 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 STADES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORD 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. I G. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIPS AND BENCHMARKS, 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 VVEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 17. THE CONTRACTOR5HALL 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 POR RESIDENTS AND EMERGENCY VEHICLES. 16. 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 BACK.PILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 2 1 . 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 15 OBTAINED. 22. CARP SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALFS 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 TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 REPT PROM 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 PRPP W.C.P.) EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION 0700 FOR V.C.P. 2G. 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 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 ALL CONNECTIONS TO EXISTING FACILITIES DOSE NOT IMPLY CORRECTNESS Of ELEVATION OR LOCATIONS SHOWN ON THESE PLANS. 2. ALL 4" MOUSE LATERALS SHALL BF 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 TMP GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EX15T NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED PROM THE UTILITY EASEMENT. 3 1. 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 OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORM SAND 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 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3. ALL MANHOLES , CLEANOUT FRAMES, COVERTS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION Of PAVING. 37. UPON COMPLETION Of CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 38. AS -BUILT DRAWINGS SHALL BE PROVIDED 13Y THE CONTRACTOR TO THE ENGINEER OF RECORDS, WHO SMALL PROVIDED RECORD DRAWINGS TO THE CITY ENGINEER. ! DRMMG ! ! ISI 4031 ! ar ! 1 w►