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Home My WebLink About5418-1r - r - - - GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, 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 CANNOT BE RESOLVED `0Y 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 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. 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. 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 HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT 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 811 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, 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 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 BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL 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 CITY OF FONTANA SIERRA AVENUE AND FONTLEE LANE SIDEWALK IMPROVEMENTS Randall Ave Al PROJECT SITE Q C N L Athol St Valley Blvd VICINITY MAP NOT TO SCALE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REIN PRIOR WRITTEN APPROVAL. OREMOVE CONT. GENERAL NOTES: Q > c Q O2 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE N N CL PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 23. �C >% O3 U =3 REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED Valley Blvd VICINITY MAP NOT TO SCALE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REIN PRIOR WRITTEN APPROVAL. OREMOVE CONT. GENERAL NOTES: 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. PROPOSED GRIND AND OVERLAY O2 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE N/A CONCRETE PAVERS 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE O3 THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 120 LF REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED -•-•- • OCONSTRUCT 6" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF DENSITY IS OBTAINED. - 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET O5 CONSTRUCT 6" P.C.C. COMMERCIAL DRIVEWAY OVER 12" MIN 95% COMPACTED 320 SF EXISTING SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 460 SF FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. TRANSITION OVER 12" MIN 959 COMPACTED NATIVE STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE 540 SF 0 7 TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME "A", SEE SHEET 2. PAVING CONTRACTOR UPON COMPLETION OF PAVING. O9 OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, WITH THE NORTH AMERICAN VERTICAL DATUM OF GREMOVE EXISTING AND CONSTRUCT 4" ASPHALT CONCRETE 1,250 SF AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH 11 REMOVE EXISTING AND INSTALL CONCRETE PAVERS 950 SF EXISTING CONCRETE. ADJUST UTILITY TO GRADE PER OWNING FACILITY REQUIREMENTS 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE REMOVE EXISTING POLE THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 15 A SEWER LATERAL. N/A 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO 10 LF ORCING STEEL HAVE BEEN PLACED SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. F 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. UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFORE • YOU DIG! CALL AT LEAStVC TWO WORKING DKnow whars below. BEFORE YOU DIG Call before you dig. REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Martin Ave Fontlee Lane N Q cu N (n San Bernardino Ave N1 North CONSTRUCTION NOTES AND OUANTMES QTY OREMOVE EXISTING CONCRETE CURB AND PAVEMENT AS NEEDED FOR LS CONSTRUCT A.0 PAVEMENT CONSTRUCTION. PROPOSED GRIND AND OVERLAY O2 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE N/A CONCRETE PAVERS AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE EXISTING RIGHT-OF-WAY - - DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. O3 CONSTRUCT 8" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF 120 LF - EXISTING FONTANA STANDARD PLAN NO. 1000. VARY CURB TO MATCH DRIVEWAY. -•-•- • OCONSTRUCT 6" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF 135 LF - FONTANA STANDARD PLAN NO. 1000. VARY CURB TO MATCH DRIVEWAY. - EXISTING O5 CONSTRUCT 6" P.C.C. COMMERCIAL DRIVEWAY OVER 12" MIN 95% COMPACTED 320 SF EXISTING NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1002. - OREMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY 460 SF BASIS OF BEARING - TRANSITION OVER 12" MIN 959 COMPACTED NATIVE - EXISTING STORM DRAIN UNE CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE 540 SF 0 7 SUBGRADE PER CITY STD 400. 22 TON AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL 540 SF OGRIND 8 "A", SEE SHEET 2. 4 TON O9 CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 12" MIN 95% COMPACTED NATIVE 1,800 SF PER CITY OF FONTANA STANDARD PLAN NO. 1006. WITH THE NORTH AMERICAN VERTICAL DATUM OF GREMOVE EXISTING AND CONSTRUCT 4" ASPHALT CONCRETE 1,250 SF 1988 (NAVD88) BASED LOCALLY UPON THE TRANSITION PAVEMENT 11 REMOVE EXISTING AND INSTALL CONCRETE PAVERS 950 SF 12 ADJUST UTILITY TO GRADE PER OWNING FACILITY REQUIREMENTS 5 EA 13 ADJUST EXISTING M.H. TO FINISH GRADE. 1 EA 14 REMOVE EXISTING POLE 1 EA 15 PROTECT IN PLACE. N/A 16 CONSTRUCT CONCRETE RETAINING CURB PER CITY OF FONTANA STANDARD 10 LF PLAN NO. 1004. LEGEND PROPOSED CHAIN LINK FENCE CONSTRUCT P.C.C. SIDEWALK CONSTRUCT A.0 PAVEMENT X,, ` ``` X.X X\ -X " PROPOSED GRIND AND OVERLAY \\ ASPHALT CONCRETE TRANSITION PAVEMENT WALL CONCRETE PAVERS - - EXISTING RIGHT-OF-WAY - - PROPOSED RIGHT-OF-WAY EXISTING SIDEWALK ------------------------------------------------------ REMOVE EXISTING SIDEWALK - EXISTING PROPOSED SIDEWALK -•-•- • EXISTING CHAIN LINK FENCE •-•-•-•-• REMOVE EXISTING CHAIN LINK FENCE BENCHMARK NO. ELEVATION 124 1213.16' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 11/18/15 BY RMD SURVEYING CORPORATION, RIALTO, CALIFORNIA QRpf ESSIOH KOA CORPORATION ANG GV 9��y PLANNING & ENGINEERING 3190 C. Shelby Street Na 75793 A Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 �c EXP. 6/30/16 BENCH MARK:B.M. NO. 124 ELEVATION=1,213.16 sj MAL OF CAI�E��P DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK 124 BEING A PK NAIL IN THE SOUTHWEST CORNER OF SIERRA AVE AND ATHOL AVENUE. Prepared Under The Supervision Of : DRAWN BY: DESIGNED BY: CHECKED BY: oATE:2�S/ 6 PROPOSED CHAIN LINK FENCE TREES/LANDSCAPE EXISTING WALL REMOVE WALL STREET LIGHT EXISTING CURB & GUTTER SANITARY SEWER MANHOLE PROPOSED CURB & GUTTER - - - G - - - EXISTING GAS UNE - - - 'A - - - EXISTING WATER LINE - - - T - - - EXISTING TELEPHONE LINE DATUM STATEMENT MAILBOX EXISTING OVERHEAD ELECTRIC - - - -- - - - EXISTING SEWER LINE BASIS OF BEARING - - - _51 - - - EXISTING STORM DRAIN UNE BEARINGS SHOWN ARE BASED UPON MB11 /12 COUNTY STREET SIGN EXISTING EDGE OF PAVEMENT OF SAN BERNARDINO. VERTICAL CONTROL "ELEVATIONS SHOWN HEREON ARE IN TERMS WITH THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED LOCALLY UPON THE FOLLOWING BENCHMARK IN THE CITY OF FONTANA" BENCHMARK NO. ELEVATION 124 1213.16' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 11/18/15 BY RMD SURVEYING CORPORATION, RIALTO, CALIFORNIA QRpf ESSIOH KOA CORPORATION ANG GV 9��y PLANNING & ENGINEERING 3190 C. Shelby Street Na 75793 A Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 �c EXP. 6/30/16 BENCH MARK:B.M. NO. 124 ELEVATION=1,213.16 sj MAL OF CAI�E��P DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK 124 BEING A PK NAIL IN THE SOUTHWEST CORNER OF SIERRA AVE AND ATHOL AVENUE. Prepared Under The Supervision Of : DRAWN BY: DESIGNED BY: CHECKED BY: oATE:2�S/ 6 a _ Ye. ;;• REMOVE TREES/LANDSCAPE -------------- <.: REMOVE STREET LIGHT REMOVE POWER POLE REMOVE TELEPHONE PEDESTAL I REMOVE MAIL BOX ® PROPOSED MAIL BOX PROPOSED STREET SIGN INDEX OF SHEETS: SHEET 1 -TITLE SHEET SHEET 2 -STREET IMPROVEMENT PLAN SHEET 3 -CROSS SECTIONS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS SIERRA AVENUE SCALE: AND As Noted DATE: F9NTLEE LANE IAPPR ED�3 •% DRAWING t� DATE: 5418 3 EX. TREES/LANDSCAPE EX. STREET LIGHT EX. SANITARY SEWER MANHOLE I EX. WATER METER EX. SEWER METER EX. WATER VALVE i7 EX. MAILBOX EX. FIRE HYDRANT -C- EX. POWER POLE C EX. STREET SIGN a _ Ye. ;;• REMOVE TREES/LANDSCAPE -------------- <.: REMOVE STREET LIGHT REMOVE POWER POLE REMOVE TELEPHONE PEDESTAL I REMOVE MAIL BOX ® PROPOSED MAIL BOX PROPOSED STREET SIGN INDEX OF SHEETS: SHEET 1 -TITLE SHEET SHEET 2 -STREET IMPROVEMENT PLAN SHEET 3 -CROSS SECTIONS CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS SIERRA AVENUE SCALE: AND As Noted DATE: F9NTLEE LANE IAPPR ED�3 •% DRAWING t� DATE: 5418 3