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HomeMy WebLinkAbout3966-1SAND FILL 7+30.82 NORMAL PIPE SIZE CASING DIAMETER CASING WALL THICKNESS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS ANNULAR SPACI_N� -BELL SEWER -T= �IR'� MTW all i8'l 0. 375 CITY OF FONT�NA PACIFIC R IRE�L CO. ATTN: B IA REN ATTN* V G NIA BECKER n� �V�m­ ­­­_ - - --- fm% rm% I - I I REV. I REVISION DESCRIPTION 7+30.82 1� NO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PROVISIONS IN THE "GREEN BOOK", TIE CONTRACTOR SHALL IMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESU_UTION. 3. ALL MATERIALS AND METFIODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 2 64-37.19 NO RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT- OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS, CALL (909) 3150-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA ION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; 3 6+55 �61 NO THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED 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, B. TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY OF FONTANA, THE OWNER, AND THE ENGINEER 4 6+77.97 NO 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT R]4kff-. 10, TI -E LOCATIONS OF UTILITIES SHOWN If -RE HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY 5 7+50 21 PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT i -800 -227 -M - NO TWO WORKING DAYS BEFORE EXCAVATION, 11. TIE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTD-ITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GENERAL NOTES 1� ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD R -ANS, 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 CANKIT BE RESOLVED BY REFERENCE TO RCEDENCE PROVISIONS IN THE "GREEN BOOK", TIE CONTRACTOR SHALL IMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESU_UTION. 3. ALL MATERIALS AND METFIODS 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 RE -RESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS, CALL (909) 3150-7610. 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 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, B. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GJARDED 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 THEN FIVE (5) FEET SHALL ALSO BE GUARDED WEN THE POTENTIAL 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 R]4kff-. 10, TI -E LOCATIONS OF UTILITIES SHOWN If -RE 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 i -800 -227 -M - TWO WORKING DAYS BEFORE EXCAVATION, 11. TIE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTD-ITY 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 HYDRANTS 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 STAKINGS DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BE" MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESLLT OF THIS CONSTRUCTION SHALL BE REPLACED, TIE CONTRACTOR SHALL NOTIFY TFE 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 f2 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 PL13LIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY MING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL, & 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-81MABLE SWALES ENTERING OR LEAVING IMPROVEMENTS, 21 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 FEET FROM THE DOWNSTREAM MAW101-E, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANO(JT, 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 VCR UNLESS OTHERWISE NOTED. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE OAY WITHOUT PRIOR APPROVAL OF Tlf CITY ENGINEER. 27. SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGOIENT. & 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 COFIRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. ALI- 4" HOUSE LATERALS SHALL BE INSTALLED AT A 2% MINI" GRADE UNL.ESS 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 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 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. 31 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 UNI)ER 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 COMPLETION OF PAVING. 37. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR 91ALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER, 38. AS-flUD_T DRAWINGS SHALL BE'PROVIOM- BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WOO SHALL PROVIDE RECORD DRAWINGS TO TIE CITY ENGINEER. CONSTRJCTION NOTES GUANTITIES 01- CONST. B" EXTRA STRENGTH V.C.P. SEWER LINE 99 L.F CONST. 48" DIA. ECCENTRIC MANHOLE PER CITY OF FONTANA 5 EA� STD. NO, 112 WITH LOCKING TYPE FRAME AND COVER PER APWA STD. NO. 210-2 (_3�-- CONST. 4" SEWER LATERAL AND HOUSE CLEANOUT PER CITY IE32 L.F. OF FONTANA STD. NO. 125 AND INSTALL SEWER CLEAN-OUT BOX PER CITY OF FONTANA STD. NO. 125A (IN CONC. AREAS) OR 125B (IN LANDSCAPE AREAS). G)__ CONST. 8" AWWA DUCTILE IRON (TYTON) SEWER MAIN------ 647 L �F. CONST. STANDARD TRENCH REPAIR PER CITY OF FONTANA STD. NO. 1031, W=4'. 140 S.F. (6�- CONST. 18" STEEL CASING (CASING WITH PROTECTIVE COATING/ 74 L �F. WALL 3/8" OR GREATER), PER METROLINK ENGINEERING STANDARDS FOR PIPE LINES CARRYING NON-FLAMMABLE SUBSTANCES ACROSS OR ALONG RIGHT OF WAY, STE). NO� 2201. THE BEGINNING AND END OF ENCASEMENT MUST BE CAPPED. BREAK INTO EXISTING MANHOLE AND RECONSTRUCT BOTTOM AS NECESSARY - I EA. APWA STD. NO. 208-1 BASIS OF BEARINGS: BASIS OF BEARINGS WAS TAKEN FROM THE SOUTH LINE OF PARCEL MAP NO. 1807 ALSO BEING THE NORTH RIGHT OF WAY LINE OF THE PACIFIC ELECTRIC RAILROAD RIGHT OF WAY SHOWN AS N89*44'30"E PER PARCEL MAP NO. 1807 RECORDED IN BOOK 15 OF PARCEL MAPS, PAGE 80, RECORDS OF THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA. IMUMMIZIM CHAMES & USES; THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. SPECI& NOM PRIOR TO START OF CONSTRUCTION WITHIN SANBAG R/W, EASEMENT DOCUMENTS SHOULD BE RECORDED AND APPROVAL DOCUMENTATION FOR CONSTRUCTION SHOULD BE PROVIDED. UNDER THE SUPERVISION CITY OF FONTANA, CALIFORNIA ZOF: SEWR D43ROVEMEW PLM y.