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Home My WebLink About3154-2CrENERAL NOTES: 1, Ail 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 unloss 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 ore 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 colifornia 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 de~tioes at all times. 7. The contractor shall obtain a permit to perform excavation or trench work for trenches 5 feet or gnmAer 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 ahali 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 locoWns 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 1-800-227-2804 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 irfrgation, domestic water, reclaimed water, sewer, storm drain, flood control and cattrans. All utility, companies shall be given two working days notice prior to work around their m aces 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 the curb. 14. Stationing refers to the centerline of street 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 bench marks, shall be done by a registered civil engineer or licensed land surveyor. Survey monuments thot will be destroyed as a result of this construction shall be replaced. The contractor shall notify the engineer one week prior to construction so #not 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 Ione shall be maintained at all times in the construction area for residents and emergency vehicles. 19, The contractor shall provide and maintain an affective means of dust control, including adequate watering of 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 a c or private property adjacent to the right of way during constuction wiftut prior i p+approval. �I �I I I I ,I �I FACE OF EXST 1NALL �I P MIN PROPOOE12 TOP OF SLOPE I EXST SURFACE I �I PROP05ELP I _ - -- --IMPROVEMENTS PER I �I 2:1 MAA)Z` _ TYPICAL SECTION I i PROP05EP TOE OF SLOPE 4$ opq I 0RAD/N6 DETAIL STA 47+00 TO STA 50+46 A NT5 COUNTY OF SRN BERNARDiNO APPROVED: CFNEF�Iff �DfM�lOt4 `� l TE SECTION 4218/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFlCATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR OIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 22. No trench backfill shall take place without prior approval of the city inspector 23. A geotechnical engineer shall certify all backfill comparction. 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 tib; curb at the locQf -.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 sterilont is required under all. -4% asphoit. P enta.r t 'jAJW 31. Pavement structural sections shown are rni#'m and. Aukjat .;i dpi and gppra?al of the city engineer as determined by the Sails tests taken after completion of rough grading. 32. Actual thickness of a.c. pavement and/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 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. �I uL � Fr .I �I i 4' MINI CONSTRUCT NA71VE 501L 13ERM EXST SURFACE I i PROPOSED I MPROVEMEN75 PER TYPICAL SECTION cl PROPOSED EW I 612401 N6 DETAIL STA .57+.w TO 57A 62+s0 0 NT5 it FACE OF EXOT 1NALL V MIN 2:1 MAX I I 54 EXST SURFACE � PROPOSED I I IMPROVEMENTS PER �I TYPICAL SECTION c) HEREON. 1 I � I ORAOI NO DETAIL STA 11+64 TO STA 12+4q NTS PROJECT $PECIFIC NOTE : 1. General Prior to beginning the proposed sewer construction in Cherry Avenue, County vill clear right-of-way, including relmation of existing power and utility polis. Upon completion of right-of-way clearing, the City will issue a notice to proceed. City yviil attain an encroachment permit ftorn :toe. County of San Ilernordino Transportation .Deportment • (fore wo k o:.be , parf+a ed within County right-of-way). Contractor shall maintain two lams of traffic at oil times during constunless otherwise an unlotherwise specified. or permitted 'by. the City. No closure of Cherry Avenue will be permitted. Cherry Avenue is a bus route for pMpitrons and Fontana unified School District. ,:0ontractar shall,apcommo*W ; th . vs r_q d to 'sntpin . service. Notifications 2. One month prior to beginning construction, contractor shall post construction notice signs specifying dotes when construction will begin and contractor's name and Qhone number. Inion t= nq. ` ns ,r,the and' cotnnterdiat es abiiel men cif`' : ndin "wo ''R R. no , • g provided by City, shall be delivered to all residents and comrnei+eiai establishments in the vicinity of the , work at least seven days in advance of construction. Said notices shall first be approved by the City and shall contain a general description of the work, dates work will be perforated, descriptions of areas where travel and parking will be restricted, and noires of streets which will be closed to through traffic or where traffic will be restricted. If the City or County receives complaints from individuals affected by construction, contractor shall take immediate action to correct the situation as directed by the City. If contractor receives complaints directly, he shall report some immediately to the City. Thereafter, he shall take immediate action to correct the situation as directed by the City. Qonatrudho bl.1, 1 --- CONSTRUCT 5" AC OVER 8" CRUSHED AGGREGATE BASE PER SOILS REPORT. w (D -CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD.. DETAIL NO. x-8831000. (D -CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL NO. �S=60).1006 Q &-CONSTRUCT 8" CURB ONLY PER CITY OF FONTANA STD. DETAIL NO. x•0031000. 10 54 CONSTRUCT MASONRY RFTAININ6 MLL PER APPYA STD. PLAN NO. 60-2. H PER PLAN, 2"x4"x24. nME 0 SLOPE rA r USE 16d. GALVINIZED NAILS. USE 1'°x12"x2'-(' SPLICE BLOCK AT SPLICES O.C. :L.D. KING, 14Q. 2151 CONVENTION CENTER WAY SUITE 100 ONTARIO, CA 91764 (909) 937--0200 CARL J. Ff , . R.C.E. No. 16434 i ATE EXPIRES f --30-05 0 i 66' 66' ua � 3 VARIES I 12 TO 14' 52' VARIES 54' TO 50.16' 15.84' VARIES SFE C RAOI NG r 3' 6' CTO 4.43' Q 0 DETAILS HEREON. SEE GRADING DETAILS HEREON r VARIES VARA 3.5% ,2. p rp 1 2•.5 ,f�,, - • , � .f�,�tif�� - CHER& AMLIFNI. TYPICAL SECTION STA. 10+W.00 TO STA. 15+06.33 STA, 59+07.00 TO 69.43 HORIZ: 1 "=20' VERT.: 1 "=2' T,I.= ,>-._. r ,w LINE e s a . �,.�,�-• CIJ E13Y AVEbJU TMCAL SECTION STA. 15+06M 70 STA. 27+50.00 STA. 37+29.47 TO 59+07.00 HORIZ4 1 "=2C0' VERT.: 1 "=2' T.I.=,_,._. k3; a r 66' 52' 1 CC !Q' BERRY UENUE TYPICAL SECT ST -A. 27+%00 10 STAI, 37+2-9-47 HWIZ: 1'"=20' VERT.: 1 �. T.I. = r..... SHOULD CONSTRUCTION OF THE MY REQUIRED IMPROVEMENTS NOT 'COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DBY: AND CARRIED FORTH IN A DILIGENT PS MANNER, THE CITY ENGINEER MAY ofm."El) IM REQUIRE REVISIONS TO THE PLANS TO PS BRING THEM INTO CONFORMANCE WITH CMEGtiED CONDITIONS AND STANDA1iiDS IN EFFECT. OF FONTANA, CALIFORNIA CHERRY AVENUE : 4my AVENUE STREET ! SCALE TS as SHOWN RMPA AW. TO A' • DATE: TE$ OCTOBER 2003 uA DROING NO.: 2 1 3154 15 WAMMM IRPO :. =tf PROJECT $PECIFIC NOTE : 1. General Prior to beginning the proposed sewer construction in Cherry Avenue, County vill clear right-of-way, including relmation of existing power and utility polis. Upon completion of right-of-way clearing, the City will issue a notice to proceed. City yviil attain an encroachment permit ftorn :toe. County of San Ilernordino Transportation .Deportment • (fore wo k o:.be , parf+a ed within County right-of-way). Contractor shall maintain two lams of traffic at oil times during constunless otherwise an unlotherwise specified. or permitted 'by. the City. No closure of Cherry Avenue will be permitted. Cherry Avenue is a bus route for pMpitrons and Fontana unified School District. ,:0ontractar shall,apcommo*W ; th . vs r_q d to 'sntpin . service. Notifications 2. One month prior to beginning construction, contractor shall post construction notice signs specifying dotes when construction will begin and contractor's name and Qhone number. Inion t= nq. ` ns ,r,the and' cotnnterdiat es abiiel men cif`' : ndin "wo ''R R. no , • g provided by City, shall be delivered to all residents and comrnei+eiai establishments in the vicinity of the , work at least seven days in advance of construction. Said notices shall first be approved by the City and shall contain a general description of the work, dates work will be perforated, descriptions of areas where travel and parking will be restricted, and noires of streets which will be closed to through traffic or where traffic will be restricted. If the City or County receives complaints from individuals affected by construction, contractor shall take immediate action to correct the situation as directed by the City. If contractor receives complaints directly, he shall report some immediately to the City. Thereafter, he shall take immediate action to correct the situation as directed by the City. Qonatrudho bl.1, 1 --- CONSTRUCT 5" AC OVER 8" CRUSHED AGGREGATE BASE PER SOILS REPORT. w (D -CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD.. DETAIL NO. x-8831000. (D -CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL NO. �S=60).1006 Q &-CONSTRUCT 8" CURB ONLY PER CITY OF FONTANA STD. DETAIL NO. x•0031000. 10 54 CONSTRUCT MASONRY RFTAININ6 MLL PER APPYA STD. PLAN NO. 60-2. H PER PLAN, 2"x4"x24. nME 0 SLOPE rA r USE 16d. GALVINIZED NAILS. USE 1'°x12"x2'-(' SPLICE BLOCK AT SPLICES O.C. :L.D. KING, 14Q. 2151 CONVENTION CENTER WAY SUITE 100 ONTARIO, CA 91764 (909) 937--0200 CARL J. Ff , . R.C.E. No. 16434 i ATE EXPIRES f --30-05 0 i 66' 66' ua � 3 VARIES I 12 TO 14' 52' VARIES 54' TO 50.16' 15.84' VARIES SFE C RAOI NG r 3' 6' CTO 4.43' Q 0 DETAILS HEREON. SEE GRADING DETAILS HEREON r VARIES VARA 3.5% ,2. p rp 1 2•.5 ,f�,, - • , � .f�,�tif�� - CHER& AMLIFNI. TYPICAL SECTION STA. 10+W.00 TO STA. 15+06.33 STA, 59+07.00 TO 69.43 HORIZ: 1 "=20' VERT.: 1 "=2' T,I.= ,>-._. r ,w LINE e s a . �,.�,�-• CIJ E13Y AVEbJU TMCAL SECTION STA. 15+06M 70 STA. 27+50.00 STA. 37+29.47 TO 59+07.00 HORIZ4 1 "=2C0' VERT.: 1 "=2' T.I.=,_,._. k3; a r 66' 52' 1 CC !Q' BERRY UENUE TYPICAL SECT ST -A. 27+%00 10 STAI, 37+2-9-47 HWIZ: 1'"=20' VERT.: 1 �. T.I. = r..... SHOULD CONSTRUCTION OF THE MY REQUIRED IMPROVEMENTS NOT 'COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DBY: AND CARRIED FORTH IN A DILIGENT PS MANNER, THE CITY ENGINEER MAY ofm."El) IM REQUIRE REVISIONS TO THE PLANS TO PS BRING THEM INTO CONFORMANCE WITH CMEGtiED CONDITIONS AND STANDA1iiDS IN EFFECT. OF FONTANA, CALIFORNIA CHERRY AVENUE : 4my AVENUE STREET ! SCALE TS as SHOWN RMPA AW. TO A' • DATE: TE$ OCTOBER 2003 uA DROING NO.: 2 1 3154 15