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Home My WebLink About2315-1GENERAL... NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREEN BOOK", AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS IN EFFECT AS OF THE APPROVAL DATE OF THESE PLANS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED BY THE CONTRACTOR FROM THE CITY OF FONTANA ENGINEERING DIVISION, CALTRANS AND COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT PRIOR TO A START OF ANY WORK WITHIN THE CITY LIMITS, CALTRANS OR THE COUNTY OF SAN BERNARDINO. 3. ADEQUATE STAKES SHALL BE SET BY THE CITY ENGINEER OR DESIGNEE TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE LOCATION AND GRADES AS SHOWN ON THESE PLANS. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC., SHOWN OR NOT SHOWN ON THESE PLANS AND LOCATED WITHIN AREAS TO BE IMPROVED, AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. 6. ALL STATIONING IS ALONG STREET CENTERLINE. 7. ALL INSPECTIONS ARE TO BE CALLED FOR THROUGH THE CITY OF FONTANA ENGINEERING DIVISION AT LEAST "24" HOURS PRIOR TO THE START OF ANY WORK (909) 350-7610. 8. ALL PROPOSED SEWER CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING SEWER SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY WORK.. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS IMMEDIATELY. 9. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED, APPROVED AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED TO BY THE SOILS ENGINEER PRIOR TO ANY PAVING. 10. THE CONTRACTOR SHALL SUBMIT ALL AS -BUILT INFORMATION TO ENGINEER OF RECORD. THE ENGINEER OF RECORD WILL REVISE RECORD DRAWINGS AS REQUIRED AND WILL SUBMIT THEM TO CITY FOR CITY ENGINEER'S APPROVAL BEFORE CITY ACCEPTANCE OF THE IMPROVEMENT. 11. MATERIALS, INSTALLATION AND BACKFILL SHALL CONFORM TO THE STANDARD SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION IN THE CITY OF FONTANA AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREEN BOOK". 12. EXISTING MANHOLES WHICH ARE TO BE ADJUSTED TO A NEW GRADE SHALL BE DONE WITH MATERIALS SIMILAR IN QUALITY TO THOSE IN THE ORIGINAL STRUCTURE. THE CONTRACTOR MAY RAISE MANHOLES TO GRADE PRIOR TO PAVING BY THE USE OF METAL RINGS WHICH MEET WITH THE APPROVAL OF THE CITY ENGINEER. 13. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS NOTED IN THE SPECIFICATIONS OR ON THE PLANS OR FOUND DURING CONSTRUCTION, WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 14. ALL TRAFFIC CONTROL WORK AND DEVICES FOR CONSTRUCTION SHALL CONFORM TO THE STATE OF CALIF. "MANUAL OF TRAFFIC CONTROLS' (LATEST EDITION), CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS (LATEST EDITION) AND PER CITY ORDINANCE 997. WASHINGTON DRIVE SEWER PROJECT SAN FF 11. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' PAST EDGE OF PAVEMENT WITH A WATER TIGHT PLUG (SEE DETAIL C, SHEET 2 OR 2 ). ALL SEWER LATERALS SHALL BE INSTALLED PER PLAN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 12. CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF AS -BUILT CONDITIONS, INCLUDING LOCATIONS AND ELEVATIONS AT THE END OF HOUSE LATERALS. 13. CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FINISHED GRADE ELEVATION. NO SEPARATE PAYMENT WILL BE MADE. Underground Service Alert o Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIC N 0 5000' LE G E N D CITY OF FONTANA'S SPHERE OFINFLUENCE INCORPORATED CITY PROJ LOCA CITY OF FONTANA WASHINGTON DRIVE SEWER PROJECT VICINITY MAP ECT TION UTY MD * SB -7o-94 C�TY OF FONTANA SAN=ERNARDINOO COUNTY, CALIFORNIA W z 0 0 zI SEWER C®NS7RUC71®N N07ES & QUAN7178 ES: ITEM N®'170 CE 1170 C®N7RAC70RS: SEWED C®NS7RUC71ON GENERAL. N07ES: THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR INSTALL PRECAST MANHOLE PER CITY STD 112 W/ ECCENTRIC PRECAST CONCRETE CONE 3 STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF 1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RIGHT -OF WAY THE AVAILABTPUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE O REQUIRES AN EXCAVATION PERMIT FROM THE ENGINEERING DIVISION ARE NO EXING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. S.F. PRIOR TO START OF WORK. INSTALL A.C. PAVEMENT PER DETAIL A, SHEET 2 OF 2 1 TON O THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO 2. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES L.S. PRIOR TO START OF WORK 1-800-422-4133. OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY L.S. L.S. TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE &,1.2 EA. STARTING WORK. INSTALL 4" EXTRA STRENGTH V.C.P. LATERALS WITH COMPRESSION JOINTS (BELL & SPIGOT)PER DETAIL C, SHEET 2 OF 2 3. ALL EXCAVATION SHALL BE MADE, PROTECTED, AND SUPPORTED AS 10 INSTALL 6' HIGH CHAIN LINK FENCE (41 L.F.) AND REPAIR EXISTING GATE L.S. REQUIRED FOR SAFETY AND IN THE MANNER SET FORTH IN THE THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES INSTALL LANDSCAPING AND IRRIGATION (SEE SPECIFICATION SP -22) OPERATIONS RULES, ORDERS, AND REGULATIONS PRESCRIBED BY THE WITHIN THE LIMITS OF THE PROJECTS: 12 REMOVAL AND DISPOSAL OF TRIES AND STUMPS CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. ELECTRICITY TELEPHONE REGRADE DIRT SHOULDER PER DETAIL A, SHEET 2 OF 2 L.S. SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 4. COMPACTION OF BACKFILL SHALL BE VERIFIED BY A SOILS ENGINEER AND 7951 REDWOOD 3073 ADAMS ST. APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO THE PLACING FONTANA, CA 92336 (909) 357-6231 RIVERSIDE, CA. 92504 (909) 359-2520 OF THE PERMANENT PAVEMENT. CONTACT: FRAN STEWART CONTACT: THOM YORK GAS SEWER 5. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 5 DAYS OF SOUTHERN CALIFORNIA GAS CO. CITY OF FONTANA EXCAVATION. A MINIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT 1981 WEST LUGONIA ST. 8353 SIERRA AVENUE SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REDLPAVING (909) D 33 55, CA. (909) -7547 P.O. BOX 518 REPAIR IS COMPLETED. THE TEMPORARY PAVING SHALL BE PLACED AND CONTACT: DENNIS FREEMAN FONTANA, CA. 92335 (909) 350-7610 COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH EMERGENCIES: (800) 427-2200 CONTACT: CARLOS NAVARRO TRAVELED SURFACE. PERMITTEE SHALL MAINTAIN THE TEMPORARY WATER CAN PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT FONTANA WATER COMPANY COMCAST CABLE TV PAVING IS IN PLACE. 16803 SPRING ST. 1205 DUPONT AV. FONTANA, CA 92335 ONTARIO, CA 91761 (909 822-2201 (909) 988-2985 6. PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT CONTACT: AL KROHN CONTACT: LOUIS McDONALD SHALL BE SAW CUT TO A NEAT STRAIGHT LINE. PAVEMENT CRACKED S.B. COUNTY ADJACENT TO THE TRENCH SHALL BE SAW CUT AND REMOVED. TRANSPORTATION DEPARTMENT 825 EAST THIRD STREET 7. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING SAN BERNARDINO, CA 92415 38-2890 OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULSION. CONTACT?BOB McCOLLUM 8. TRENCHES OF 300 FEET OR MORE TO BE PAVED WITH A SELF-PROPELLED PAVING MACHINE. 9. IF TRENCH FAILURE SHOULD OCCUR, THE CONTRACTOR WILL BE NOTIFIED OF SUCH DEFICIENCIES. TRENCH FAILURES SHALL BE REMEDIED, REMOVED, AND REPLACED AT CONTRACTOR'S SOLE EXPENSE AND TO THE SATISFACTION OF THE CITY ENGINEER. - 10. INTERRUPTION OR DIVERSION OF SEWAGE FLOWS TO FACILITATE MANHOLE CONSTRUCTION OR MODIFICATION MUST BE APPROVED BY THE ENGINEER. 11. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' PAST EDGE OF PAVEMENT WITH A WATER TIGHT PLUG (SEE DETAIL C, SHEET 2 OR 2 ). ALL SEWER LATERALS SHALL BE INSTALLED PER PLAN UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 12. CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF AS -BUILT CONDITIONS, INCLUDING LOCATIONS AND ELEVATIONS AT THE END OF HOUSE LATERALS. 13. CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FINISHED GRADE ELEVATION. NO SEPARATE PAYMENT WILL BE MADE. Underground Service Alert o Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIC N 0 5000' LE G E N D CITY OF FONTANA'S SPHERE OFINFLUENCE INCORPORATED CITY PROJ LOCA CITY OF FONTANA WASHINGTON DRIVE SEWER PROJECT VICINITY MAP ECT TION UTY MD * SB -7o-94 C�TY OF FONTANA SAN=ERNARDINOO COUNTY, CALIFORNIA W z 0 0 zI SEWER C®NS7RUC71®N N07ES & QUAN7178 ES: ITEM DESCRIPTION QTY UNIT O1 INSTALL PRECAST MANHOLE PER CITY STD 112 W/ ECCENTRIC PRECAST CONCRETE CONE 3 EA. O INSTALL 8" EXTRA STRENGTH V.C.P. WITH COMPRESSION JOINTS (BELL & SPIGOT) WITH CRUSHED ROCK BEDDING PER DETAIL A, SHEET 2 OF 2 795 L.F. O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT PER DETAIL A, SHEET 2 OF 2 7650 S.F. O4 INSTALL A.C. PAVEMENT PER DETAIL A, SHEET 2 OF 2 1 TON O TIE PROPOSED SEWER INTO EXISTING MANHOLE, REMOVE V.C.P. STUB, ALL SEALS, PLUGS & MORTAR 2 EA 60 bl-L�I-EXISTING 8" P.V.C. PIPE LUG ENDS WITH CONCRETE AND ABANDON IN PLACE L.S. L.S. O REMOVE EXISTING PUMP STATION AND SALVAGE ALL EQUIPMENT (SEE SPECIFICATION SP -22) L.S. L.S. ® PLUG EXISTG. FORCE MAIN ENDS WITH CONCRETE PER DETAIL B, SHEET 2 OF 2 FOR LOCATION &,1.2 EA. Og INSTALL 4" EXTRA STRENGTH V.C.P. LATERALS WITH COMPRESSION JOINTS (BELL & SPIGOT)PER DETAIL C, SHEET 2 OF 2 4 EA. 10 INSTALL 6' HIGH CHAIN LINK FENCE (41 L.F.) AND REPAIR EXISTING GATE L.S. L.S. 11 INSTALL LANDSCAPING AND IRRIGATION (SEE SPECIFICATION SP -22) L.S. L.S. 12 REMOVAL AND DISPOSAL OF TRIES AND STUMPS L.S. L.S. 13 REGRADE DIRT SHOULDER PER DETAIL A, SHEET 2 OF 2 L.S. L.S. 30' ll� 16' a w U.) 3 0: FS 0 0 z N Iplil -III= IlaimIII=1tl= IM itlM III= WASHINGTON DRIVE TYPICAL SECTION N.T.S. STA. 10+00 TO STA. 13+27± 3'A W z Z) a: O = z O z 16' 20' W z jaw I0 0 20' II' :� IN,w W III=q=_ pl= lu-lb=ltl= III= - ICI -111= III -III= In= WASHINGTON DRIVE TYPICAL SECTION N.T.S. STA. 13+27± TO STA. 17+00± GEGEN® RESOLUTION NO. 96--32 ,L*'RECORD - ..DRAWING// CENTERLINE - - EXISTING RIGHT OF WAY EDGE OF PAVEMENT EXISTING IMPROVEMENTS PROPOSED IMPROVEMENTS -0----- CABLE TV LINE -U UNDERGROUND ELECTRIC ISAS GAS LINE --SEWBit- SEWER LINE --S7D- - - - STORM DRAIN LINE -WATER WATER LINE TC TOP OF CURB F.G. FINISHED GROUND FL FLOW LINE GB GRADE BREAK CF CURB FACE CB CATCH BASIN MB MAILBOX WM WATER MAIN DW DRIVEWAY JS JUNCTION STRUCTURE 67.44 PROPOSED ELEVATION (67.44) EXISTING ELEVATION VZZ REMOVE EXISTING PAVEMENT X X CHAIN LINK FENCE RESOLUTION NO. 96--32 ,L*'RECORD - ..DRAWING//