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Home My WebLink About4750-1GENERAL CONSTRUCTION NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PIANS, THE CITY OF FONTANA STANDARD PLANS, 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 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-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SFWl 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. S. 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 HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, R 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 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SWILL COORDINATE CONSTRUCTION WITH ALL UTILITY 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 HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. 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 STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND r BENCH MARKS, SHALL > BE DONE BY A . REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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 DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. 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. 24. 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-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL.. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT TWD/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. STREET IMPROVEMENT PLANS FOR: DoRo NOo 10-003 CITY OF FONTANA, CALIFORNIA r CONSTRUCTION NOTES QUANTITIES THE QUANTITIES SHOWN BELOW ARE FOR BONDING INFORMATION ONLY. THE CONTRACTOR IS TO CONSTRUCT 1 PROJECT PER THESE PLANS AND SUBMIT CONSTRUCTION BID BASED UPON THEIR OWN QUANTITY "TAKE OFF" STREET SECTIONS AND DETAILS 1� CONSTRUCT 6 1/2" A.C. OVER 12" A.B. PER CITY STD. NO. 401 AND 402 (23,600 SF) 918 TONS 874 CY l 2�- CONSTRUCT 8" CURB ONLY PER CITY STD. NO. 1000 1160 LF O3 -- CONSTRUCT 8" CURB AND GUTTER PER CITY STD. NO. 1000 1150 LF O4 - CONSTRUCT SIDEWALK PER CITY STD. NO. 1006 18,740 SF 5�- CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002 (MODIFIED) SEE DETAIL SHEET 2 11,980 SF a6 - SAWCUT AND REMOVE EXISTING AC PAVEMENT 5980 SF LEGEND REPLACEMENT PAVEMENT TO BE 12" FULL DEPTH A.C. 7� SAWCUT AND JOIN EXIST. PAVEMENT PER DETAIL ON SHEET 2 280 LF �8 -- RELOCATE POWER POLE AND GUY WIRES BY OTHERS 1 EA 9�- CONSTRUCT A.C. OVERLAY (0.10' MIN.) OVER EX. PAVEMENT -HEADER CUT TO MEET 0.10 15,860 SF BLVD. REQUIREMENT AS NECESSARY. 10 ADJUST SMH OR SDMH TO GRADE 3 EA 11 REMOVE AND DISPOSE OF EXISTING CONCRETE SWALE 1235 LF 12 REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER 900 LF 13 CONSTRUCT REMOVABLE CURB FACE PLATE & COVER SEE DETAIL SHEET 2 1 EA 14 CONSTRUCT REVERSE MEDIAN TAPER PER DETAIL SHEET 4 - - r - i THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SIDEWALKS, RAMPS, RAILS, CLEARANCES AND APPURTENANCES MEET OR EXCEED THE MOST STRINGENT REQUIREMENTS OF CITY, STATE OR FEDERAL GOVERNMENT FOR ACCESSIBILITY. ADDITIONALLY ALL SIDEWALK FORMS SHALL BE INSPECTED AND APPROVED BY CITY, STATE OR GOVERNING AGENCY FOR ACCESSIBILITY PRIOR TO POURING OF CONCRETE TO FINAL GRADE. SHEET INDEX SHEET # INDEX MAP -0 1 TITLE SHEET AND INDEX MAP 2 STREET SECTIONS AND DETAILS 3 HEMLOCK AVENUE PLAN SCALE: 1 " = 200' 5 ELM AVENUE PLAN 6 POPLAR AVENUE PLAN BASIS OF BEARINGS BASIS OF BEARINGS IS THE CENTERLINE OF SANTA ANA AVE. TAKEN AS LEGEND NORTH 89' 46' 44" EAST PER PARCEL MAP NO. 5094 ON FILE IN VALLEY BLVD. BOOK 47, PAGES 4-5, RECORDS OF SAN BERNARDINO COUNTY, CALIF. PROPOSED ASPHALTIC AP ANGLE POINT INV INVERT 10 CONCRETE PAVEMENT BCR BEGIN CURB RETURN LF LINEAR FEET SLOVER AVE. CB CATCH BASIN LP LOW POINT ASPHALTIC CF CURB FACE PL PROPERTY LINE NOTICE TO CONTRACTORS a Fz�PROPOSED CONCRETE OVERLAY NE RP RADUS POLE a SANTA ANA AVE. DWY DRIVEW YCL w CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE AND SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PROPOSED ASPHALTIC ECR EP END CURB RETURN EDGE OF PAVEMENT SD SEP STORM DRAIN SEPARATE CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL CONTINUOUSLY AND NOT BE LIMITED TO CONCRETE REMOVAL EX EXISTING SF SQUARE FEET NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CITY OF FONTANA, THE OWNER, AND THE FF FINISH FLOOR SW SIDEWALK ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CONSTRUCTION NOTE FG FINISH GRADE TB TOP OF BERM EXCEPTING FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. JURUPA AVE. REFERENCE FH FIRE HYDRANT TC TOP OF CURB FL FINISH SURFACE TF TOP OF FOOTING ACCORDING TO INFORMATION PROVIDED BY UNDERGROUND SERVICE ALERT (U.SA) DATED 12/20/06, THE FOLLOWING ORGANIZATIONS ARE PROPOSED STREET LIGHT FLIT FUTURE TG TOP OF GRATE U.SA MEMBERS WITHIN THE PROJECT AREA: � (SEE STREET LIGHT IMPROVEMENT FL FLOWLINE TW TOP OF WALL PLANS FOR TYPE AND LOCAl10N) GB REAK TYP TYPICAL SBC/PAC BELL CITY OF FONTANA - SEWER FONTANA WATER COMPANY ADELPHIA/TIME WARNER HP HIGH POINT HIGH P 1265 N. VAN BUREN ST. #180 FONTANA, CA 92335 11142 GARVEY AVENUE 1260 DUPONT STREET 0 FUTURE STREET LIGHT ANAHEIM, CA 92807 (909) 350-6632 EL MONTE, CA 91733 ONTARIO, CA 91761 S (626) 448-6183 PLANS FOR TYPE AND LOCATION) SC GAS CHINO BASIN MWD METROPOLITAN WATER SC EDISON INDICATES LINE OF SIGHT 1981 W. LUGONIA AVE. P.O. BOX 9020. P.O. BOX 54153 TERMINAL ANNEX P.O. BOX 11982. LIMITED USE AREA REDLANDS, CA 92374 CHINO HILLS, CA 91709 LOS ANGELES, CA 90054 SANTA ANA, CA 92711 (909) 335-3928 (909) 357-0241 (213) 217-6679 (951) 343-5165 THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY - NO SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES SHOWN ON THESE PLANS AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133 AT LEAST 2 WORKING DAYS PRIOR TO EXCAVATION. THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SIDEWALKS, RAMPS, RAILS, CLEARANCES AND APPURTENANCES MEET OR EXCEED THE MOST STRINGENT REQUIREMENTS OF CITY, STATE OR FEDERAL GOVERNMENT FOR ACCESSIBILITY. ADDITIONALLY ALL SIDEWALK FORMS SHALL BE INSPECTED AND APPROVED BY CITY, STATE OR GOVERNING AGENCY FOR ACCESSIBILITY PRIOR TO POURING OF CONCRETE TO FINAL GRADE. SHEET INDEX SHEET # DESCRIPTION 1 TITLE SHEET AND INDEX MAP 2 STREET SECTIONS AND DETAILS 3 HEMLOCK AVENUE PLAN 4 BEECH AVENUE PLAN & PROFILE 5 ELM AVENUE PLAN 6 POPLAR AVENUE PLAN VICINITY MAP NOT TO SCALE SECTIONS 25 & 26, T1 S. R6W, SBM t: -�s RECORD DRAWIN& 2 oS -05-If SAN BERNARDINO AVE. VALLEY BLVD. a 10 SLOVER AVE. UP a a a SANTA ANA AVE. w o � D J W ; U JURUPA AVE. AVE• VICINITY MAP NOT TO SCALE SECTIONS 25 & 26, T1 S. R6W, SBM t: -�s RECORD DRAWIN& 2 oS -05-If