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Home My WebLink About2703-1CITY OF FONTANA GENERAL NOTES STREET IMPROVEMENT PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), 1997 EDITION AND 1998 SUPPLEMENT. 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. CONTRACTOR IS TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATIONS BEFORE EXCAVATION AT 1-800-422-4133. 9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 10. ALL VALVE CANS AND COVERS SHALL BE SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR UPON COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 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, STROM DRAIN, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE STANDARD SPECIFICATIONS AND WHERE THERE IS OR MAY BE A CONFLICT, SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. SOIL STERILANT IS REQUIRED UNDER ALL A.C. PAVEMENT PRIOR TO PLACING ASPHALT. 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 19. 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 EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK IN NOTE NO. 19 ABOVE FROM THE CALIFORNIA. STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1.6. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 22. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED INTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING OPERATIONS. 23. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY TO INDICATE THE GENERAL SCOPE OF THE WORK. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING HIS BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS, WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES, SHALL BE CONSIDERED AS INCIDENTAL TO AND INCLUDED IN THE OTHER ITEMS OF WORK. 24. ALL BACKFILL IS TO BE CERTIFIED BY THE SOILS ENGINEER. 25. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 26. ADEQUATE 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 CONTROL STAKING DURING CONSTRUCTION. 27. 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 GUNITE SWALES INTERING OR LEAVING IMPROVEMENTS. 28. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 29. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 30. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUMS AND SUBJECT TO REVISION AND APPROVAL OF THE CITY PURSUANT TO SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 31. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS, WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION, SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. TO MERRILL AVENUE CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 PACIFIC BELL TELEPHONE CO. ATTN: JOEL B. DINNAUER, JR. 3939 E. CORONADO STREET, 2nd FLR. ANAHEIM, CA 92807 (714) 666-5534 (714) 666-8806 SOUTHERN CALIFORNIA GAS CO. ATTN: ALAN KESELOFF P.O. BOX 3003 REDLANDS, CA 92373 (909) 335-7781 (909) 335-7527 EMERGENCIES: (800) 427-2200 COMCAST (CABLE TV) ATTN: JACK HAYES 1260 DUPONT AVENUE ONTARIO, CA 91761 (909) 390-4777 X 3055 (909) 350-4799 SOUTHERN CALIFORNIA EDISON CO. ATTN: JAIME AMEZCUA 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 357-6581 (909) 357-6185 (909) 820-5598 - UNDERGROUND (909) 875-5100 - TRANSMISSION (213) 637-1233 - PIPELINES (909) 357-6233 - DISTRIBUTION GENERAL TELEPHONE CO, ATTN: STEVE HOCK 1400 E, PHILLIPS BLVD. ONTARIO, CA 91766 (800) 4224133 FONTANA WATER CO. ATTN: AL KROHN 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 X 323 FAX (909) 823-5046 UNDERGROUND SERVICE ALERT (800) 422-4133 A Q a DIAL TWO WORKING BEFORE ..� DAYS BEFORE YOUDIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION NOTS w � a I a( I x Pk OJLCT CONSTRUCTION CENTERLRSV A§SUMED AS DUE NORTH I I I I I I I FD PK NAIL PER CITY OF FONTANA I TIES, PAGE 113, EL. =1180.45 j FAIL & TIN PER CITY OF FON+ANA 1000.000I I ! tIES PAGE 494, 0.35'W 1000.000 1-- - - -- - ---� L- - - - -- R� I _ - - DATE STREET ----- ------- - ET PK, EL.= 1199.20 I FD 1" IP & NAIL PER CITY OF FONTANA 1" IP PER CITY OF FONTANA/ I 1 34110 ( FONTANA TIES, PAGE 151 TIES PAGE 153, 0.26'E 1 I000.00 I 3643.64 r ( J I + ► I 11 000.00 BEARING PER TRACT SAP 110876,151/62 EL.=1221.05 N 0013'43" W 1�---- REMOVE EXISTING AC PAVEMENT, EXCESS BASE MATERIAL AND DISPOSE SCARIFY AND COMPACT 12 INCHES OF EXISTING NATIVE SUBGRADE TO 95 % RELATIVE DENSITY CONSTRUCT 4 INCH MINIMUM AC PAVEMENT OVER 12 INCHES COMPACTED NATIVE MATERIAL. INSTALL STRIPING AS SHOWN ON PLANS. 5�--- SAWCUT AND REMOVE EXISTING CROSS GUTTER AND CONSTRUCT CROSS GUTTER PER DETAIL ON SHEET 4 OF 6. SAWCUT FOR ASPHALT REMOVAL. GRIND 0.10' AND OVERLAY TO MATCH EXISTING GRADES. �J SAW CUT CONCRETE AS DIRECTED BY FIELD INSPECTOR TO REMOVE SPANDRELS. ADJUST MANHOLE TO FINISHED GRADE. 10 PROVIDE TRAFFIC CONTROL AND INSTALL PER PLAN (SHEET 6 OF 6). 18 -ADJUST WATER VALVE TO FINISHED GRADE. (CONTRACTOR TO COORDINATE WITH FONTANA WATER CO.) ENGINEER'S NOTICE TO CONTRACTOR 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 RESPONSIBILITY FOR ALL UTILITY PIPES, CONDUITS OR STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 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 TO THE ENGINEER PRIOR TO TH ECOMMENCEMENT OF WORK. BENCHMARK: BM # 28 EL. = 1222.42 LOCATION: PK NAIL NORTH END OF NECR MERRILL & OLEANDER AMIE. QUANTITIES ARR SAN AA P-� \ 0' NO SCALE VICINITY MAP NOT TO SCALE ITEM QTY UNITS HIGHLAND AV TRAFFIC CONTROL AND TRAFFIC DETOUR PER 1 LS RM 60' z - ;vf,BASMY, AV PLANS AND SPECIFICATIONS. TO CONSTRUCT 12' 18' 18' 12' OOTHIL BLVD SF 0.5' PAVEMENT AND EXCESS NATIVL MATERIAL TO NV- 3UVD- 5' 6.5' RAND LL AV ACCOMODATE NEW 4" AC PAVEMENT. rlope2% BEIZNARAINO AV CONSTRUCT 4" AC PAVEMENT AND OVERLAY 2450_ TONS wro6 _ VALL _ _ _ slope 2% Q OVER 12" NATIVE SOIL @ 95% RELATIVE COMPACTION. a a Q Q Q a Existing 4" P.C.C. Sidewalk Existing S.Curb & Gutter JURUP J- INSTALL TRAFFIC STRIPING AND LEGENDS PER till W a Z PLANS. (THERMOPLASTIC) c3 Q -:3 DATE STREET SAWCUT AND REMOVE EXISTING PCC CROSS 1236SF NOTE: GRADES AND CROSS FALL VARY! i-- GUTTERS PER PLAN. VICINITY MAP NOT TO SCALE ITEM QTY UNITS AND RECONSTRUCTED •'•' `� �' •;•: TRAFFIC CONTROL AND TRAFFIC DETOUR PER 1 LS RM 60' RIW PLANS AND SPECIFICATIONS. TO CONSTRUCT 12' 18' 18' 12' SAWCUT, REMOVE AND DISPOSE OF EXISTING AC 86,465 SF 0.5' PAVEMENT AND EXCESS NATIVL MATERIAL TO 5' 6.5' 6.51 5' 0.51 ACCOMODATE NEW 4" AC PAVEMENT. rlope2% CONSTRUCT 4" AC PAVEMENT AND OVERLAY 2450_ TONS _ _ LEVEL LINE _ _ _ slope 2% OVER 12" NATIVE SOIL @ 95% RELATIVE COMPACTION. 1.2% TO 20% 1.2% TO 2.8�r \-Existing Existing 4" P.C.C. Sidewalk Existing S.Curb & Gutter 4" P.C.C. Sidewalk INSTALL TRAFFIC STRIPING AND LEGENDS PER 1 LS STANDARD TYPICAL SECTION PLANS. (THERMOPLASTIC) DATE STREET SAWCUT AND REMOVE EXISTING PCC CROSS 1236SF NOTE: GRADES AND CROSS FALL VARY! GUTTERS AND REPLACE WITH 8' WIDE CROSS GUTTERS PER PLAN. CUR XI T. 8- TER GRIND EXISTING ASPHALT PAVEMENT (0.10' MIN.). 1520 SF 4" A.C. CONCRETE J4 ADJUST SEWER MANHOLES (FRAMES AND COVERS) 8 EA __ r -_ r.- Gill TilF /G QAC TO GRADE. LEGEND RECONSTRUCTED DATE STREET CROSS SECTION NOT TO SCALE CURB &/GUTTER EXISTING 2-112" TO 3" A.C. CONCRETE EXISTING 1-1/2" TO 2" A.C. CONCRETE NATIVE MATERIAL EXISTING DATE STREET CROSS SECTION NOT TO SCALE ASPHALT DEPTHS SHOWN HERE MAY VARY; SEE SECTION 300-2.9 OF THE SPECIAL PROVISIONS. SHEET INDEX 1 AREAS TO BE REMOVED AND RECONSTRUCTED •'•' `� �' •;•: AREAS TO GRIND AND OVERLAY jam. jam. CROSS GUTTERS / TO CONSTRUCT RECONSTRUCTED DATE STREET CROSS SECTION NOT TO SCALE CURB &/GUTTER EXISTING 2-112" TO 3" A.C. CONCRETE EXISTING 1-1/2" TO 2" A.C. CONCRETE NATIVE MATERIAL EXISTING DATE STREET CROSS SECTION NOT TO SCALE ASPHALT DEPTHS SHOWN HERE MAY VARY; SEE SECTION 300-2.9 OF THE SPECIAL PROVISIONS. SHEET INDEX 1