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HomeMy WebLinkAbout2565-1VICINITY MAP wor ro srxc STREET IMPROVEMENT PLANS FONTANA, CALIFORNIA JURUPA AVENUE DF SIERRA AVENUE FROM 2600 LF EAST TO TAMARIND AVENUE AND TAMARIND JURUPA AVE. TO CONSTRUCTM MOTES WITH QUANTrTY ESTIMATES, CONNSTRUCTION NOTES- QUANTITY @-CONSTRUCT 6.5 MIN. AC OVER 1 ? 0F 95X COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 30 Ac 31) .......... 8a,1 N Si' (D -CONSTRUCT 8" CONCRETE CURB PER CIN OF FONTANA STD. DETAIL 101. .................................. 2,598 LF 3a -ADJUST MANHOLE COVER TO FINAL GRADE PER GN Of FONTANA SM. DETAIL 109 _........................._ 6 EA (��-SAWCUT AND REMOVE EXISTING PAVEMENT_.......................................................... 11,443 SF 5a -ADJUST DRIVEWAY APPRQACH TO FIT GRADE.......................................................... 4 EA (D -CONSTRUCT 8" AC BERM WITH END TREATMENTS PER CIN OF FONTANA STD. PUN 136 do DETAIL ON SHT. 4 . , , . , . 2 EA DISPOSITION NOTES 4 AVENUE FROM 525 LF NORTH UNINCORPORATED SAN BERNARDINO COUNTY i i CITY OF FONTANA iw wiQ SHEET 2 cv) I z NOTICE TO CONTRACTORS nrdnwrr ,o AdammrmeNo o�roa� ro.w • w�u ==W Pa.ua� a imow� 1. u�ooio-oae aemce M.oR wis 1101 Im wis Pnam batNer M Moot s W uocN-4-11= PaMs ro CON= Iwo aww rw � �iraar�woa� MW It PLANS PREPARED FOR FIESTA DEVELOPMENT INC. 7072 GJIRFlELD AVENUE HUNTINGTON BE11CH, CA 92640 (714) 842-5527 BENCHMARK SM #613 SIERRA AVE. AT MAIN DRIVE JURUPA PARK TOP F.H. 1102.18 ELEVATION: GbNv:RAL N 1. City of Fontana, General Notes for street plans. 2. All work shall be done in accordance with these plans and Standard Specifications for Public Works Construction. (Green Book) 3. Construction permits shall be obtained from the City of Fontana Engineering Division prior to start or any work within the city WWts. ASN inspections shall be requested at least 24 hours prior to the start of any work (909) 350-6632. 4. The contractor shall not operate any mainline water valve. 5. Curve data refers to the face of curb. 6. Stationing refers to the centerlines of streets except where otherwise noted. 7. Contractor to install pavement markings and striping as required by the City Engineer. & AN underground work shall be completed prior to paving of streets. 9. 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 location before excavation at 1-800-422-4133. 10. All manhole and cleanout frames and covers shall be constructed 6 inches below finished grade by sewer contractor and shall be raised to grade by paving contractor after completion of paving. 11. AN v&ft cans and covers shall be constructed 6 inches below finished grade by water contractor and shall be raised to grade by paving contractor after completion of paving. 12. Refer to City of Fontana, underground utility location standard detail 129. 13. The contractor(s) shatf coordinate construction with all utilities and other improvements including, but not limited to, gas, telephone, electrical, lighting, cable television, landscaping, landscaping irrigation, domestic water, reclaimed water, sewer, storm drainage, flood control systems. etc. 14. As -built drawings shall be provided by the contractor to the Engineer of Record, who shall provide record drawings to the City Engineer. 15. Type, location, and width of driveway approach aprons will be determined at the time of construction and shall conform with the City of Fontana Standard Details. 16. Contractor is instructed to refer to these plans and the specifications and where there is or may be a conflict shall knnwdiately report said conflict or possible conflict to the owners representative. 17. Sterilant required under all A.C. pavement. 18. AM exposed concrete surfaces shall conform in grade, color, and finish to all adjoining curbs and sidewalks. 19. No concrete shall be placed until the forms and reinforcing steel have been placed, inspected, and approved. 20. 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 (5feet in depth a" ale© be guarded when examination indicates hazardous ground movement may be expected. 21. The contractor shall obtain a permit to perform excavation or trench work as described in note 20 above from California State Division of Industrial Safety. See Standard Specifications for Public Works Construction, Section 306-1.1.6. 22. No trench bockfiN shah take place without prior approval of the City's Inspector. 23. Protective measures shall be taken by the contractor so as not to cause any mud, sift or debris to be deposited onto 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. 24. Estimate of quantities is provided by the engineer only for the convenience of the developer. 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 included in the other items of work. 25. All backfill and subgrade to be certified by the Soils Engineer. 26. All materials and methods to be subject to the approval of the City Engineer. 27. Adequate stakes shall be set by the Engirwer to enable the contractor to construct the work to the plan grades. 28. 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, entering or leaving improvements. 29. All utility companies shall be given 48 hours notice prior to work around their facilities. 30. Actual thickness of A.C. pavement and/or base course material for structural street section shall be recommended by a geotechnicol engineering report and submitted to the City of Fontana for approval upon completion of rough grading. 31. Pavement structural sections shown are minimum and subject to revision and approval of the City as required by soils tests taken after completion of rough grading. 32. The contractor shah not disturb existing survey monuments ©r 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. C seu FJW - 6/" V CITY QF FONTANA, CALIFORNIA oVM sr: � W.. SN awl= er. �* CAB F� JURUPA AVENUE TITLE SHEET ,. ooh: MARCH 1998 owo. ft1 ams s Or\F1ESTA\DMIiGS',JURTAI(\TtTLE.DWO 3-34--916 ... , SHEETS INDEX 33. City of Fontana, utility notification list: 1l PROTECT IN PLACE City of Fontana Pacific Bea Co. NO. SHEU TITLE Attn: Carlos Navarro Attn- Virginia Becker 8353 Sierra Avenue 3939 E. Coronado Street Fal REMOVE BY CONTRACTOR Fontana, CA 92335 Anaheim, CA 92807 1 TITLE SHEET (909) 350-6632 (7 1 4) 666-5467 El RELOCATE BY OTHERS AS SHOWN 2 PLAN do PROFILE - FROM 36+15.12 TO 47+00.04 So Calif. Gas Company Underground Service ce Alert 4� ADJUST TO FINAL GRADE 3 PLAN do PROFILE - FROM 47+00.00 TO 49+81.56 Attn: Dennis Freeman 1981 W. Lugonia Avenue 1-800-422-4133 AND TAMARIND AVE. FROM 10+00.00 TO 15+25.00 Redlands, CA 92374 Comcast (Cable TV) 4 TYPICAL SECTIONS do DETAILS (909) 335-7547 Attn: Jack Hayes 427-2200 1205 Dupont Avenue 5 CROSS SECTIONSEmergencies:(800) Ontario, CA 91761 So. Calif. Edison Company (909) 350-4738 300 N. Pepper Avenue Rialto, CA 92376 General Telephone Comp 909 820-5598 - Underground Attn: Steve Hock LEGEND 909 875-5100 - Transmission 1400 E. Phillips Blvd. 213 637-1233 - Pipelines Ontario, CA 91766 909 357-6223 - Distri AAian 18001 (8)0) 422-4133 • - 422-4133 `` ` ` ' Fontana Water Company ': ;� ;'; PAVES West San Bernadino County Attn: Michael J. McGraw Water District 8440 Nuevo Avenue ALEW Liz. EDGE OF PAVEMENT 855 West Baseline Fontana, CA 92235 P.O. Box 920 (909) 822-2201 C3 CA RML N.P. HINGE POINT Rialto, CA 92377-0920 Fax: (909) 823-5046 1-800 S.C.E. SOUTHERN CALIFORNIA EDISON Chino Basin Municipal Water District R/W RIGHT OF WAY P.O. Box 697 422-41MT.C.E.Rancho Cucamonga, CA 91730 TEMPORARY CONSTRUCTION EASEMENT TWO WORKING DAY'S BEFORE YOU DIG NOTICE TO CONTRACTORS nrdnwrr ,o AdammrmeNo o�roa� ro.w • w�u ==W Pa.ua� a imow� 1. u�ooio-oae aemce M.oR wis 1101 Im wis Pnam batNer M Moot s W uocN-4-11= PaMs ro CON= Iwo aww rw � �iraar�woa� MW It PLANS PREPARED FOR FIESTA DEVELOPMENT INC. 7072 GJIRFlELD AVENUE HUNTINGTON BE11CH, CA 92640 (714) 842-5527 BENCHMARK SM #613 SIERRA AVE. AT MAIN DRIVE JURUPA PARK TOP F.H. 1102.18 ELEVATION: GbNv:RAL N 1. City of Fontana, General Notes for street plans. 2. All work shall be done in accordance with these plans and Standard Specifications for Public Works Construction. (Green Book) 3. Construction permits shall be obtained from the City of Fontana Engineering Division prior to start or any work within the city WWts. ASN inspections shall be requested at least 24 hours prior to the start of any work (909) 350-6632. 4. The contractor shall not operate any mainline water valve. 5. Curve data refers to the face of curb. 6. Stationing refers to the centerlines of streets except where otherwise noted. 7. Contractor to install pavement markings and striping as required by the City Engineer. & AN underground work shall be completed prior to paving of streets. 9. 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 location before excavation at 1-800-422-4133. 10. All manhole and cleanout frames and covers shall be constructed 6 inches below finished grade by sewer contractor and shall be raised to grade by paving contractor after completion of paving. 11. AN v&ft cans and covers shall be constructed 6 inches below finished grade by water contractor and shall be raised to grade by paving contractor after completion of paving. 12. Refer to City of Fontana, underground utility location standard detail 129. 13. The contractor(s) shatf coordinate construction with all utilities and other improvements including, but not limited to, gas, telephone, electrical, lighting, cable television, landscaping, landscaping irrigation, domestic water, reclaimed water, sewer, storm drainage, flood control systems. etc. 14. As -built drawings shall be provided by the contractor to the Engineer of Record, who shall provide record drawings to the City Engineer. 15. Type, location, and width of driveway approach aprons will be determined at the time of construction and shall conform with the City of Fontana Standard Details. 16. Contractor is instructed to refer to these plans and the specifications and where there is or may be a conflict shall knnwdiately report said conflict or possible conflict to the owners representative. 17. Sterilant required under all A.C. pavement. 18. AM exposed concrete surfaces shall conform in grade, color, and finish to all adjoining curbs and sidewalks. 19. No concrete shall be placed until the forms and reinforcing steel have been placed, inspected, and approved. 20. 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 (5feet in depth a" ale© be guarded when examination indicates hazardous ground movement may be expected. 21. The contractor shall obtain a permit to perform excavation or trench work as described in note 20 above from California State Division of Industrial Safety. See Standard Specifications for Public Works Construction, Section 306-1.1.6. 22. No trench bockfiN shah take place without prior approval of the City's Inspector. 23. Protective measures shall be taken by the contractor so as not to cause any mud, sift or debris to be deposited onto 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. 24. Estimate of quantities is provided by the engineer only for the convenience of the developer. 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 included in the other items of work. 25. All backfill and subgrade to be certified by the Soils Engineer. 26. All materials and methods to be subject to the approval of the City Engineer. 27. Adequate stakes shall be set by the Engirwer to enable the contractor to construct the work to the plan grades. 28. 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, entering or leaving improvements. 29. All utility companies shall be given 48 hours notice prior to work around their facilities. 30. Actual thickness of A.C. pavement and/or base course material for structural street section shall be recommended by a geotechnicol engineering report and submitted to the City of Fontana for approval upon completion of rough grading. 31. Pavement structural sections shown are minimum and subject to revision and approval of the City as required by soils tests taken after completion of rough grading. 32. The contractor shah not disturb existing survey monuments ©r 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. C seu FJW - 6/" V CITY QF FONTANA, CALIFORNIA oVM sr: � W.. SN awl= er. �* CAB F� JURUPA AVENUE TITLE SHEET ,. ooh: MARCH 1998 owo. ft1 ams s Or\F1ESTA\DMIiGS',JURTAI(\TtTLE.DWO 3-34--916 ... ,