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HomeMy WebLinkAbout5554-1 (2)SEWER IMPROVEMENT PLANS GENERAL NOTES - CITY OF FONTANA - SEWER IMPROVEMENTS BANANA "EN U E 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PUNS, THE CITY OFFONTANA STANDARD PUNS, THE CONTRACT PROVISIONSAND THE STANDARD CITY OF FONTANA SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (-GREEN BGOW ). 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-0E-WAY WITHIN THE CITY LIMITS. CALL (SOS) 350- HL 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 R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. T 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 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 PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAYE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER IT SHALL BE THE RESPONSIBILITYOF 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 IE00-227-2500 TWO WORKING DAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION. LANDSGAPING, 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 THE CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED. 14 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BESET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRICT 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 SE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION $O THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. I 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. 10 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 WRING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20 NO TRENCH BACKFILL SHALL TAKE PUCE 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. j 22CARESHOUED BETAKEN TO PREVENT GRADES,DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON£RODEABLE 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 PREW BE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN ISO 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 CUSS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR Y.G.P. 26 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER 2I 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 CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PUNS. 24 ALL 4- HOUSE LATERALS SHALL BE INSTALLED AT A 1% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30 TERMINATE AIL 4-HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WEN A PLUG 12- BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS 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 LITERAL 321F 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 FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34 ALL UNDERGROUND UHLOBS SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 3E APPROVED SOIL STEREANT 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 COMPLETION OF PAVING. 31 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 BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER LOCATION MAP N IS tt m B sE <,ttm N -1-2 oz Q Q_ CONSTRUCTION NOTES QUANTITYEN. f` anTE UAV { C� NSTALL B VCP PER FONTANA STD PLAN NO 2COS .... 0 INSTALL 6" VCP LATERAL PER FONTANA STD PLAN NO. 2005 xxGO L= .. _. CINSTALL 4" VCP LATERAL PER FONTANA STD PLAN NO 2005 .... EO0 L� { 0�,l4 CONSTRUCTOH PER FONTANA STD PLAN O2CUI ..... CONSTRUCT VCP S DDLE CONNECTION PER FONTANA SM PLAN NO 2006 13 EA <C } ^0 = EA Li_ `i © INSTALL SF V.0 P. STU&CUT FOR FUTURE CONNECTION PLUG END WTH REMOVABLE WATERTIGHT CAP AS MANUFACTURED BY PIPE MANUFACTURER j ... 6 EA } C CONSTRUCT MH PER IEUA STD DETAIL 6A ........ ... ; t EA j n INSTALL 8- STIR 35 PVC PER FONTANA STO PLAN NO 2005. TRANS FROM VCP U Y.ITH MISSION FLEX SEAL ADJUSTABLE REPAIR COUPLING OR EQUAL f 2C .£ \; 1 DISPOSITION NOTES z El I PROTECT IN PLACE \ GENERAL NOTES -IEUA W i. CONSTRUCTION SHALL NOT BEGIN ON FACILITIES TO BE OWNED El IEUA UNTIL AFTER THE 1 ISSUANCE OF A PERMIT BY IEUA TO ALLOW THE CONSTRUCTION AND ALSO AFTER A Z PRE -CONSTRUCT ION CONFERENCE TO BE HELD AT LEAST I WEEK PRIOR TO BEGINNING CONSTRUCTION. Lf NOTES Z i. PROPOSED ASP HALT CONCRETE PAVING OVER AGGREGATE BASE FOR TRENCH REPAIR AND STREET WDENING. STREETTO BE COLD PLANNED &OVERLAYED PER THE STREET IMPROVEMENT PLANS. PAVINGTOBEHOTMIX ASPHALT CONCRETE (TYPE III PG-0) OVER AGGREGATE BASE (CUSS 2). Q ASPHALT PAVING THICKNESS: Z BAFkWAAVE,DURIANAVE.RANCHOCT,ROSEAVE 55"AC OVER T'AS SANTA ANA AVE I"AC OVER 8"AB LEGEND LQ V FH, _ - _.n, U pELEC A. -LT - ELECTRIC VAULT = Z O A SPAT = 5'REET LW'HT g A`,, = AAPW lA1wE E� - - � j . AFFIC OGNAL 05MH - s _l NAND E TI_ -- 1- Q r SGNH S...Ru -PAIN N.ANHOLE ,FP— = IR . v LNH 11 h E AnHOLr. 11 = BACx. I I'LK Q '.E PEE6.AL e - PG PULE N J A MB - MAC eCR SfU- = S..— INDEX OF SHEET SHEET kC- n!EET OESCRIPCgv -RR PLAN LE 2G+vO t 41 ES _Tx 21.25 a S.4 32+0. { ANG REhERn LTA6 Z ju ENLfiNA UTILITIES TIES AGENCY* *A Mu R 1 Wate D t � EMPIRE r...