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Home My WebLink About5729-1GENERAL 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 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 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 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. CITY OF FONTANA S. HIGHLAND AVENUE AND CYPRESS AVENUE STREET IMPROVEMENT PLAN Highland Ave Walnut St Baseline Ave Q L cc a) 0 VICINITY MAP_ NOT TO SCALE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CONT. GENERAL NOTES: STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA EXISTING CONCRETE. FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE A SEWER LATERAL. PAVING CONTRACTOR UPON COMPLETION OF PAVING. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, INSPECTED AND APPROVED. AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY OF STREETS. THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. LEGEND: F X X )< Vxx� CONSTRUCTION NOTES O1 REMOVE EXISTING CURB AND GUTTER. 2O REMOVE EXISTING SIDEWALK. O3 REMOVE EXISTING AC PAVEMENT. O4 REMOVE EXISTING CURB RAMP. O5 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND, GRUBBING. O6 CONSTRUCT 8" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN N0. 1000. VARY CURB TO MATCH NEW CURB RAMP. OCONSTRUCT 4" PCC SIDEWALK OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN N0. 1006. $ CONSTRUCT CURB RAMP PER APWA STANDARD PLAN N0. 111-5 CASE A, TYPE 3 OVER 12" MIN COMPACTED NATIVE. DOMES PER CITY STANDARD 1003. O9 CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STANDARD PLAN N0. 401. 10 GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.17' AC MIN PER DETAIL "C". INSTALL DETECTABLE WARNING SURFACE PER CITY OF FONTANA STANDARD 1003 FULL WIDTH OF RAMP. 12 PROTECT IN PLACE. CONSTRUCT P.C.C. SIDEWALK -.� EX. TREES/LANDSCAPE -.m._._� EX. STREET LIGHT CONSTRUCT A.0 PAVEMENT EX. SANITARY SEWER MANHOLE PROPOSED GRIND AND OVERLAY LSD EX. WATER METER EXISTING CENTERLINE � EX. WATER VALVE EXISTING RIGHT-OF-WAY EXISTING SIDEWALK L911 EX. MAILBOX REMOVE EXISTING SIDEWALK EX. FIRE HYDRANT PROPOSED SIDEWALK EXISTING CUB & GUTTER EX. POWER POLE PROPOSED CURB & GUTTER EX. STREET SIGN REMOVE CURB & GUTTER REMOVE TREES/LANDSCAPE EXISTING GAS LINE EXISTING WATER LINE '- ----- ----- -- REMOVE STREET LIGHT EXISTING SEWER REMOVE POWER POLE EXISTING OVERHEAD LINE EXISTING OVERHEAD LINE ;T; REMOVE TELEPHONE PEDESTAL EXISTING STORM DRAIN LINE REMOVE MAIL BOX EXISTING TELEPHONE LINE go PROPOSED MAIL BOX EX. SANITARY SEWER MANHOLE EX. WATER VALVE 0 PROPOSED SIGNAL POLE EX. POWER POLE °Ooo°°°° OOOOOOOpO PROPOSED DETECTABLE WARNING SURFACES QTY 125 LF 1,200 SF 510 SF 2 EA LS 125 LF 800 SF 2 EA 510 SF 21 TON 3,650 SF 47 TON 2 EA INDEX OF SHEETS: SHEET 1 -TITLE SHEET SHEEP 2 -STREET IMPROVEMENT PLAN N/A : UNDERGROUND SERVICE ALERT (USA) - - SHOULD CONSTRUCTION OF THE REQUIRED Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA QROF�ssroN 3190 C ShelbyStreet IMPROVEMENTS NOT COMMENCE WITHIN TWO Al � � G� ��F STREET IMPROVEMENT PLAN ITS THE LAW. �� +� yam, I' Ontario, California 91764 DIAL BEFORE 1AVC YEARS OF THE DATE OF APPROVAL SHOWN HEREON ti� l: 909 890-9693 Fax: 909 890-9694 DRAWN BY: S. HIGHLAND AVENUE SCALE: YOU DIG! Te { ) { )AND CARRIED FORTH IN A DILIGENT MANNER, THE �o. 75793 PLANNING (ENGIN€EKING IANDAs Noted CITY ENGINEER MAY REQUIRE REVISI0NS TO THE * EXP. 6/30%0 ,� CONSTRUCTION MANAGEMENT DESIGNED BY: p DATE: CALL AT LEAS6OUNTY BENCH MARK: B.M. NO. 8 17 ELEVATION=1,428.61 �,Yt- R E S AVENUETWO WORKING DKnow whars below. P LAN S TO BRING THEM INTO CONFORMANCE WITH s�gT£ociv�L `Epp' �� DESCRIPTION: NEAR N/W CORNER HIGHLAND & SEVANE AVE., 343 FT. N � OF HIGHLAND, 0.2 MI. CHECKED BY: APP OVED B DRAWING NO.: Call before you dig. F CAI. W OF SAN SEVANE, IN S CONC. BASE OF S.C.E TOWER 195, 2.65 M . W ALONG HIGHLAND AVE. 1 BEFORE YOU DIG _ STANDARDS IN EFFECT. FROM SIERRA AVE. � D-ATE:3 12 19 DATE: 5729 2 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE MING GUAN. R.C.E. 75793 VTY ENGINEER R.C.E. 51152