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Home My WebLink About2319-1GENERAL. NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREEN BOOK", THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS, AND THE CAL -TRANS STANDARD SPECIFICATIONS AND STANDARD PLANS FOR PORTIONS WITHIN CALTRANS JURISDICTION, ALL 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. ENCROACHMENT PERMITS SHALL BE OBTAINED FROM CAL -TRANS FOR PORTIONS WITHIN THE CAL - TRANS JURISDICTION, FOR COMPLIANCE TO THE CAL -TRANS "DUAL PERMIT' REQUIREMENT. 3. ALL TRAFFIC CONTROL SHALL BE MAINTAINED PURSUANT TO STATE REQUIREMENTS AND CITY ORDINANCE 997. NONCONFORMANCE WILL BE SUBJECT TO PENALTIES AND FINES AS REQUIRED BY ORDINANCE 997. 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 PROTECTED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. 6. ALL STATIONING IS REFERENCED ALONG STREET CENTERLINE. 7. ALL INSPECTIONS SHALL BE REQUESTED THROUGH THE CITY OF FONTANA ENGINEERING DIVISION AT LEAST "24" HOURS PRIOR TO THE START OF ANY WORK (909) 350-7610. 8. ALL ELEVATIONS OF EXISTING SEWER UTILITY INVERTS WHERE CONNECTIONS WILL OCCUR SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY WORK. THE CITY ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS IMMEDIATELY. 9. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED, APPROVED AND BACKFILLED TO THE SATISFACTION OF THE CITY INSPECTOR. ALL BACKFILL MATERIAL SHALL BE CERTIFIED BY A SOILS ENGINEER AS REQUIRED PER SEC. 211-2.2 "FIELD DENSITY' OF THE STANDARD SPECIFICATIONS, 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 APPROVAL BEFORE FINAL CITY ACCEPTANCE OF THE IMPROVEMENT. 11. MATERIALS, INSTALLATION AND BACKFILL FOR ALL OPEN TRENCH SEWER INSTALLATIONS SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIAL PROVISIONS FOR SANITARY SEWER CONSTRUCTION OF 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 THOSt 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 ANY EXISTING SURVEY. MONUMENTS (INCLUDING MONUMENT TIES) OR BENCHMARKS, THE CITY ENGINEER SHALL BE IMMEDIATELY NOTIFIED IN THE EVENT ANY MONUMENTS (INCLUDING MONUMENT TIES) OR BENCHMARKS ARE DISTURBED DUE TO THE CONTRACTOR'S OPERATION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PAYMENT OF SERVICES NECESSARY TO RE-ESTABLISH DISTURBED MONUMENTS PURSUANT TO THE "PROFESSIONAL WWI? 1#gVVV ,99® � Xrr. " 14. ADEQUATE STAKES SHALL BE SET BY THE CONTRACTOR'S SURVEYOR TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE LOCATION AND GRADES AS SHOWN ON THESE PLANS. SEWER CONSTRUCTION GENERAL. NOTES: 1. UNDERGROUND SERVICE ALERT SHALL BE NOTIFIED 2 WORKING DAYS PRIOR TO START OF WORK 1-800-422-4133. 2. ALL EXCAVATION SHALL BE MADE, PROTECTED, AND SUPPORTED AS REQUIRED FOR SAFETY AND IN THE MANNER SET FORTH IN THE OPERATIONS RULES, ORDERS, AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. 3. COMPACTION OF BACKFILL SHALL BE VERIFIED BY A SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO THE PLACING OF THE PERMANENT PAVEMENT. 4. PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 5 DAYS AFTER BACKFILLING THE EXCAVATION. A MINIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL THE PERMANENT PAVEMENT REPAIR IS COMPLETED. THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CONDITION UNTIL PERMANENT PAVING IS IN PLACE. i 5. PRIOR TO PLACEMENT OF PERMANENT PAVING, EXISTING PAVEMENT SHALL BE SAW CUT TO A NEAT STRAIGHT LINE. PAVEMENT CRACKED ADJACENT TO THE TRENCH SHALL BE SAW CUT AND REMOVED. 6. ALL EDGES OF EXISTING PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHALL RECEIVE A TACK COAT OF ASPHALT EMULSION. 7. TRENCHES OF 300 FEET OR MORE IN LENGTH SHALL BE PAVED WITH A SELF-PROPELLED PAVING MACHINE. 8. 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. 9. INTERRUPTION OR DIVERSION OF SEWAGE FLOWS TO FACILITATE MANHOLE CONSTRUCTION OR MODIFICATION MUST BE APPROVED BY THE ENGINEER. 10. CONTRACTOR SHALL KEEP AN ACCURATE RECORD OF AS -BUILT OCUST AVENUE SEWER EXTENSION PIPE ENCASEMENT CONSTRUCTION N®TSS VTY DOD * SD-77G%9Q MIT'Y OF FONTANA PQM BERNARMNO COUNTY, CALWORMA 1. PRIOR TO COMMENCING ANY WORK FOR THE PROPOSED JACKING DESCRIPTION QTY UNIT 1O INSTALL 10" DIAM. EXTRA STRENGTH V.C.P. AS SHOWN ON TRENCH DETAIL "A", SHEET 2 OF 3 OPERATION THE CONTRACTOR SHALL SUBMIT TO THE CITY ENGINEER LF OINSTALL 10" DIAM. EXTRA STRENGTH V.C.P. kf+�tPro' A 21" I.D. MINiMUM STEEL ENCASEMENT PIPE (1/2" THICK PER DETAIL "B", SHEET 2 OF 3 180 LF DESCRIPTIONS AND DETAILS OF THE DRY BORE AND JACK PIPE INSTALL 6" DIAM. EXTRA STRENGTH VITRIFIED CLAY STUB (2' LONG) 2 `' RD. ® INSTALL 60" DIAM. PRE -CAST ECCENTRIC MANHOLE PER LA COUNTY STD. S -a-206, CASE III INSTALLATION. THE DETAILS SHALL INCLUDE BUT NOT LIMITED TO THE EA, OT 5• G 1 EA,, FOLLOWING: PLACEMENT METHOD, LOCATION, SIZE & DEPTH OF BORE & SAWCUT & REMOVE EXISTING A.C. PAVEMENT PER TRENCH DETAIL "A", SHEET 2 OF 3 120.5.8- ��RECEIVING rRIALTO O INSTALL A.C. PAVEMENT PER TRENCH DETAIL "A", SHEET 2 OF 3 PITS; PIT SHORING; SUPPORT BLOCKS & BRACING TO PREVENTAPIPE TON JL MB REMOVE AND REPLACE EXISTING LOOP DETECTORS PER CAL -TRANS STD. ES -5A, TYPE 2A 2 E'A SHIFTING OR FLOTATION; SAND FILL MIX DESIGN; EQUIPMENT. DRIVEWAY JS �\�AVE. SUMMIT AVE.2. 67.44 PROPOSED ELEVATION STEEL CASING SHALL BE INSTALLED BY THE DRY BORING AND/OR JACKING EXISTING ELEVATION METHOD. SACRAMENTO RAN O a I3 HI i CU A NGA a 3. ALL PIPE STEEL CASING FIELD JOINTS SHALL BE WELDED FULL- SAN FRANCISCO OALL GSEE SPRR FONTANA a b PROJECT LS CIRCUMFERENCE. BASELINE RD. LOCATION 4. STEEL CASING PIPE SHALL HAVE A MINIMUM YIELD STRENGTH OF 35,000 AVE. 00 PSI. � BLVD. 5. DRY BORED AND JACKED INSTALLATIONS SHALL HAVE A BORED HOLE 0 3ARROW Ram- DIAMETER ESSENTIALLY THE SAME AS THE OUTSIDE DIAMETER OF THE u PIPE PLUS THE THICKNESS OF ANY PROTECTIVE COATING. THE AT ` AVE. ANNULAR SPACE BETWEEN THE BORE HOLE AND THE STEEL CASING a SHALL BE FILLED BY GROUTING OR OTHER REMEDIAL MEASURES AS APPROVED BY THE CITY ENGINEER. SAN BERNARDINO SAN BER `AV COUNT PROJECT GENERAL VA LEYs B LOCATION 6. SUPPORTING REDWOOD SKIDS SHALL BE PROVIDED AS SHOWN. SKIDS LOS SPT I- 0 FREEWAY < SHALL BE ATTACHED TO CARRIER PIPE BY STRAPPING STAINLESS STEEL ANGELES $ ` BANDS WITH A STANDARD STRAPPING MACHINE. FONTANA a 15Q o 3 Z 7. UPSTREAM AND DOWNSTREAM ELEVATIONS OF CARRIER PIPE SHALL BE O JURUP VERIFIED PRIOR TO FILLING CASING WITH AIR BLOWN SAND. 8. CARRIER PIPE SHALL BE AIR PRESSURE TESTED PRIOR TO FILLING CASING SAN BERNARDINO C TY WITH SAND. SAN DIEGO RlVERqOE COUNTY 9. VOIDS BETWEEN CASING AND CARRIER PIPE SHALL BE FILLED WITH SAND L E G E N D IN ALL INSTALLATIONS. CITY OF FONTANA'S CITY OF FONTANA 10. EACH END OF PIPE CASING SHALL BE SEALED WITH CONCRETE MORTAR. SPHERE OF INFLUENCE INCORPORATED 0 TY LOCUST AVENUE SEWER EXTEWJgN MECI -A SMALL OPENING SHALL BE LEFT FOR DRAINAGE AT THE BOTTOM OF THE VICINITY Ar DOWNSTREAM SIDE ONLY. N071CIE TO CONTRACTORS: THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROJECTS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD FONTANA, CA 92336 (909) 357-6231 CONTACT: FRAN STEWART GAS SOUTHERN CALIFORNIA GAS CO. 1981 WEST LUGONIA ST. REDLANDS, CA. (909) 335-7547 CONTACT: DENNIS FREEMAN EMERGENCIES: (800) 427-2200 WATER FONTANA WATER COMPANY 16803 SPRING ST. FONTANA, CA 92335 (909) 822-2201 CONTACT: AL KROHN TELEPHONE PACIFIC BELL 3073 ADAMS ST. RIVERSIDE, CA. 92504 (909) 359-2520 CONTACT: THOM YORK SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA. 92335 (909) 350-7610 CONTACT: CARLOS NAVARRO CATV COMCAST CABLE TV 1205 DUPONT AV. ONTARIO, CA 91761 (909) 988-2985 CONTACT: LOUIS McDONALD CONDITIONS, INCLUDING LOCATIONS OF ALL SEWER 'WYES". BENCHMARK 11. CONTRACTOR SHALL ADJUST ALL MANHOLE RIMS TO FINISHED GRADE BRASS CAP AT NORTHWEST E.C.R. OF NORTHEAST ELEVATION. NO SEPARATE PAYMENT WILL BE MADE. CORNER OF FOOTHILL BLVD AND .LOCUST AVENUE STAMPED "S.B.CO. SURVEYOR,7-9,1970" ELEVATION = 1307.15 FT. SEWER CONSTRUCTION NOTES & QUANTITIES ITEM DESCRIPTION QTY UNIT 1O INSTALL 10" DIAM. EXTRA STRENGTH V.C.P. AS SHOWN ON TRENCH DETAIL "A", SHEET 2 OF 3 96 LF OINSTALL 10" DIAM. EXTRA STRENGTH V.C.P. kf+�tPro' A 21" I.D. MINiMUM STEEL ENCASEMENT PIPE (1/2" THICK PER DETAIL "B", SHEET 2 OF 3 180 LF O INSTALL 6" DIAM. EXTRA STRENGTH VITRIFIED CLAY STUB (2' LONG) 2 EA., ® INSTALL 60" DIAM. PRE -CAST ECCENTRIC MANHOLE PER LA COUNTY STD. S -a-206, CASE III 1 EA, OT 5• E PROPOSEDV.C.P. INTO EXISTING STUB AND REMOVE ALL EXISTING SEALS, PLUGS, AND MORTAR 1 EA,, O SAWCUT & REMOVE EXISTING A.C. PAVEMENT PER TRENCH DETAIL "A", SHEET 2 OF 3 120.5.8- SF O INSTALL A.C. PAVEMENT PER TRENCH DETAIL "A", SHEET 2 OF 3 520- TON JL MB REMOVE AND REPLACE EXISTING LOOP DETECTORS PER CAL -TRANS STD. ES -5A, TYPE 2A 2 E'A DW DRIVEWAY JS JUNCTION STRUCTURE 67.44 PROPOSED ELEVATION (67.44) EXISTING ELEVATION ALL EXISTING WATER LINES SHALL BE PROTECTED IN PLACE PER FONTANA WATER COMPANY (SEE SPECIAL SPECIAL PROVISIONS FOR UTILITY PROTECTION IN BID SPECIFICATIONS)L.5 LS OALL GSEE EXISTING GAS LINES SHALL BE PROTECTED IN PLACE PER SO. CAL. GAS SPECIAL PROVISIONS FOR UTILITY PROTECTION IN BID SPECIFICATIONS)L5 LS 1-800-422-4133 IT'S THE LAW CALL AT LEAST DIAL BEFORE TWO WORKING YOU DIG! DAYS PRIOR TO O �ESCAVATING UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 L.EGEN® �t CENTERLINE RIGHT OF WAY LINE .h •'' EDGE OF PAVEMENT EXISTING IMPROVEMENTS PROPOSED IMPROVEMENTS -6ATV --- CABLE TV LINE --�LfE- UNDERGROUND ELECTRIC GAS GAS LINE SEWER SEWER LINE -&0-. - - - STORM DRAIN LINE -WATER WATER LINE TC TOP OF CURB FL FLOW LINE GB GRADE BREAK CF CURB FACE (OF CONCRETE CURB OR A.C. DIKE) CB CATCH BASIN JL MB MAILBOX Q WM WATER MAIN DW DRIVEWAY JS JUNCTION STRUCTURE 67.44 PROPOSED ELEVATION (67.44) EXISTING ELEVATION INDEX OF SHEETS SHEET 1 of 3 - TITLE, LOCATION, AND NOTES SHEET 2 of 3 - PLAN AND Pf OFILE SHEET 3 of 3 - TRAFFIC CONTROL AND DETOUR PLAN A "RECORD DRAWING" z2 RESOLUTIO-N NO.96�33'