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Home My WebLink About2669-1GENERAL NOTES: i ti ALL WORK SHALL BE,IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD SPECIFICATIONS DATED 1975, INCLUDING LATEST REVISIONS, AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL%INSPECTION SHALL BE'REQUESTED AT LEAST 24 HOURS PRIOR TO THE START -OF ANY WORK.; CALL (909) 350-6632. A 3. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (V.C.P.). VITRIFIED CLAY PIPE iSHALL BE EXTRA STRENGTH CLASS AND SHALL CONFORM TO THE PROVISIONS•OF THE ASTM DESIGNATION: C700-89 "STANDARD SPECIFICATION FOR VITRIFIED CLAY PIPE: EXTRA STRENGTH, STANDARD STRENGTH AND PERFORATED" AND TO THE SPECIFICATIONS ENTITLED "VITRIFIED CLAY PIPE, MATERIALS SECTION" PUBLISHED BY THE CLAY PIPE INSTITUTE., WHERE PROVISIONS OF THESE SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT PROVISION SHALL APPLY. 4. MANHOLES SHALL BE PRECAST CONCRETE MANHOLES PER CITY OF FONTANA STANDARD DETAIL 112.• CONCRETE FOR THE BASE SLAB SHALL BE CLASS 560-B-3250. STANDARD MANHOLE FRAME AND COVER AND REINFORCED CONCRETE COLLAR TO BE PER -CITY OF FONTANA STANDARD DETAIL 109. 5. ADEQUATE CONTROL'STAKES•SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO 60NSTRUCT THE WORK,TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. 6. TERMINATE ALL 4" HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12" BELOW THE GROUND SURFACE. SHOULD A PUBLIC UTILITY EASEMENT LIE CONTIGUOUS TO THE STREET ROW, THE LATERAL SHALL BE EXTENDED ACROSS THE EASEMENT AND TERMINATE 3.FEET INSIDE THE LOT ' AS MEASURED FROM THE UTILITY -EASEMENT LINE. 7. NO SEWER LATERALS SHALL BE LOCATED UNDER DRIVEWAYS. B. THE SEWER CONTRACTOR SHALL -CHISEL AND "X" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 9.•IF SEWER CONSTRUCTION IS TO BE DONE IN PHASE$, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE PREVIOUS MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL 128 FOR TERMINAL CLEANOUT. 10. ALL 4" HOUSE LATERAL$ SHALL BE INSTALLED AT A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 11. ALL MANHOLES AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE ` RAISED TO GRADE BY PAVING CONTRACTOR UPON COMPLETION OF PAVING. 12. THE 'CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN„ FLOOD CONTROL SYSTEMS, ETC. 13. ALL UTILITY COMPANIES SHALL- BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 14. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES WHERE CONNECTIONS WILL OCCUR, AND VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF PROPOSED CONNECTIONS TO EXISTING CITY FACILITIES DOES NOT IMPLY CORRECTNESS OF THE ELEVATION OR LOCATION AS SHOWN ON THE PLANS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVI-DING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING EXCAVATION AND GRADING, AND SHALL CONTINUE AFTER COMPLETION OF EXCAVATION AND GRADING UNTIL IT IS DETERMINED THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF -RECORD,_ WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 17. ANY CONFLICT FOUND BETWEEN THESE PLANS AND THE STANDARD SPECIFICATIONS, FORiPUBLIC WORKS.CONSTRUCTION SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S REPRESENTATIVE. 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL`BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR,OTHER ADEQUATE MEANS. TRENCES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN EXAMINATIDN INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 19. THE CONTRACTOR SHALL. OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK IN NOTE NO.. 1B ABOVE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. -SEE STANDARD SPECIFICATIONS FOR .PUBLIC WORKS'CONSTRUCTION, SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 21. IF EXISTING UTILITIEt OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER IMMEDIATELY. 22. ALL STATIONING `REFERS TO THE CENTERLINE OF SEWER UNLESS OTHERWISE SPECIFIED ON THE PLANS. + 23. THE SEWER CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 24. RIM ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE USED FOR.SETTING MANHOLE RINGS. 25. THE CONTRACTOR" SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE.RELOCATION OF FACILITIES LOCATED WITHIN THE - AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION, 26. THE CONTRACTOR SHALL NOT DISTURB'EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS OR FOUND DURING CONSTRUCTION WITH OUT PRIOR NOTIFICATION OF THE ENGINEER. REMOVAL AND REPLACEMENT " OF MONUMENTS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A•RESULT THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO EXISTING MONUMENTS -CAN BE ESTABLISHED FOR LATER REPLACEMENT BY -A REGISTERED ENGINEER OR LICENSED LAND SURVEYOR. 27. SHORT VCP STUBS,WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALI„S TO ABSORB MINOR"DEFLECTIONS. PRIVATE-ENGINEER.'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY, UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE_, THERE.ARE NO EXISTING UTILITIES EXCEPT •THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY -LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THATeHE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT;'INCLUDING SAFETY..,OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING'FROM•THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL' VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT :ALL DISCREPANCIES JO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO., ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA 91761 (909) 335-7781 (909) 390-4777 X 3055 EMERGENCIES: (800) 427-2200 L -F. SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY ATTN: RON ANDERSON ATTN: STEVE 'HOCK (909) 357-6531 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVENUE ONTARIO, CA 91766 FONTANA, CA 92335 (800) 422-4133 (909) 820-5598 - UNDERGROUND (909) 820-5137 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6589 - DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANDRKIEFT, JR. ATTN: AL.KROHN (619) 868-6040 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 FAX: (909) 823-5046 UNDERGROUND SERVICE ALERT (800) 422-4133 U 3" MAX SIZE NATIVE SOIL, COMPACTED 95% 6" MIN. 60 MIN. 100 MAX. 10 MAX. 6" MAX SIZE NATIVE N SOIL, COMPACTED 9OX rNOAT71VEBEDDING IZE SELECTED COMPACTED 90% �• •'7 N TABLE: 200-1.2(A) t ;4 W G O 'y• may.• •�rl w� /,a at an VCP + TYPICAL BEDDING 11 CP s v LESS THAN 10' DEEP Underground Service Alert CALL TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SIEVE SIZE PERCENTAGE PASSING SIEVES 1 1/2- 2•3/4• TR•15685-2 0 L•F 3/40 ' 100 1/20 90-100 318- 20-60 NO.4 0-15 N0.8 0-5 C 131 TES e SMI 3" MAX SIZE NATIVE SOIL. COMPACTED 95% 6" MIN. 100 MAX. - '"T 8" MAX SIZE NATIVE, - SOIL. COMPACTED 907E 6• MIN. 10 AX. INDEX MAP 1 " MAX. SIZE SELECTED NATIVE BEDDING COMPACTED TO 9076 1i A 1/20 CRUSHED STONE BEDDING �� • • ' '� ' PER STD. SPECS. � a FOR PUBLIC WORKS a o CONSTRUCTION ; .. c TABLE 200-1.2(A) la%Kso VCP �r TYPICAL BEDDING -7- 8" VCP - 10OR DEEPER GONSTRUGTION NOTES= lO INSTALL 10" V.C.P_ SEWER. O2 INSTALL 8• V_G.P. SEWER. O CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. DWG. NO 112. C I.D.= 48'). O4 INSTALL 8' V_G.P. PLUG. O5 INSTALL 4' V.C.P_ SEWER LATERAL PER CITY OF FONTANA STD. DWG. NO 125. <oFES, �'�'gOMIA --t' No. 62183 "v , Exp, VICINITY MAP NOT TO SCALE QUANTITIES TP,- 15685 TR.16685-1 r TR•15685-2 0 L•F 1,860 L•f• O LF. 1,025 L -F. 2,625, L.F. 825 Li: 5 EA. �,,. _ 16 Eli. 5 EA. I F -A.. 7 EA• O EA- 09 L -F. q75 L. F. 1,024 L IF. REECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED ANID FURNISHED BY OTHERS. THE ENGINEER WILL NOT EE RESPONSIBLE FOR ANY ERRORS Obi OMISSIONS V.142CH HAVE BEEN INCORPORATED INTO THE DOCLW.E S AS A RESULY THEREOF. T J cD N 0. 00 � z *P* SEWER TITLE SHEET, TRACT NO.15685 - 21[0,231]PF: 15685 758 09 -Sep -98 12:31 PM / 826-1.154-1 r DWG. DATE: I1-05- 98