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Home My WebLink About2508-1.tifVICINITY MAP_ NOT TO muc CONSTRUCTION NOTES WITH QUANTITY ESTIMATES ko CONSTRUCTION NOTES QUANTITY &CONSTRUCT 6.5" MIN. AC OVER 12" OF 95% COMPACTED NATIVE SOIL. (SEE GENERAL NOTES 30 & 31) .......... 4,898 TONS ( --CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101 .......................... 201 L.F. (D -CONSTRUCT CROSS GUTTER AND SPANDREL PER DETAIL ON SHT. 7 ...................................... _ 1,452 S.F. G> -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. DETAIL 105A _ ........................... _ 2,691 S.F. CONSTRUCT STANDARD CURB RETURN PER CITY OF FONTANA STD DETAIL 104A _ ............................ _ 2,751 S.F. �SAWCUT AND REMOVE 1' OF EXISTING PAVEMENT ...................................................... 3503 L.F. (D -ADJUST MANHOLE COVER TO FINAL GRADE PER CITY OF FONTANA STD. DETAIL 109 .......................... _ 5 EA. &RELOCATE SIGN (FOR PROPOSED LOCATION REFER TO SIGNING & STRIPING PLANS) _ ......................... - 2 EA. @-INSTALL 22,000 LUMEN STREET LIGHT (H.P.S.V.) WITH FIXTURE HEAD- "COBRA" WITH 12' MAST ARM CUT-OFF LENSES.8 EA. @-CONSTRUCT LOCAL DEPRESSION PER APWA PLAN 313-0, CASE B ......................................... 4 EA. @-CONSTRUCT CATCH BASIN PER APWA PLAN 300-1 .................................................... _ 4 EA. @-CONSTRUCT 48" RCP (1800 D).................................................................._ 414 L.F. &CONSTRUCT CONCRETE COLLAR PER APWA PLAN 380-0. ................................................ 3 EA. @-CONST. JUNCTION STRUCTURE PER APWA PLAN 331-0 ................................................ _ 1 EA. 16 CONSTRUCT 6" AO BERM PER CITY OF FONTANA STD. DETAIL 136 ......................................... 2 FA. @-RELOCATE POLE INCLUDING GUY SUPPORT ............ .............................................. 1 EA. @-CONSTRUCT 6" AC DIKE PER CITY OF FONTANA STD. DET IL 136 _....................................... _ 850 L.F. @-CONSTRUCT 24" RCP (1800 D)_..............................................................- 35 L.F. @-CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. DETAIL 102-13 . • • • • . • .. • ..... • • • • • . 1 EA- 22 CONSTRUCT MANHOLE PER APWA PLAN 320-0...... .................................................. 1 EA. @-CONSTRUCT TRANSITION PER APWA PLAN 340-0 (DEL E UPSTREAM MAIN LINE) ............................. _ 2 EA. @-SAW CUT AND REMOVE EXISTING PAVEMENT _........................................................ _ 2630 S.F. UNDERGROUND SERVICE ALERT cairou. FFEE 1-800 422-4133 7W0 WORKING DAYS BEFORE YOU DIG NOTICE TO CONTRACTORS PURSUANT TO ASSEMBLY BILL 3019 No EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED.- 1. ERFORMED.1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. NUMBER 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING EXCAVATION. G:\FIESTA\DWGS\SHEET1 `10-22-97 UNINCORPORATED SAN BERNARDINO COUNTY CITY OF FONTANA I NOTE: SEE LANDSCAPE PLANS FOR DESIGN DETAILS OF THE PROPOSED RETAINING WALLS. NOTE: STRUCTURAL CALCS. PROVIDED INDEPENDENTLY BY OTHERS. , I I 1W We- I , L �1 PROTECT IN PLACE [2] RELOCATE BY OTHERS. [3] PROTECT AND DELIVER TO OWNER 8353 Sierra Avenue FOR USE IN ANOTHER LOCATION. ❑4 REMOVE BY CONTRACTOR. SHEETS INDEX N0, SHEET TITLE 1 TITLE SHEET 2 PLAN & PROFILE -FROM 3+66.26 TO 12+00.00 3 PLAN &PROFILE -FROM 72+00.00 TO 21+00.00 4 PLAN 8c PROFILE -FROM 21+00.00 TO 29+64.34 5 PLAN &PROFILE -SIERRA AVENUE FROM 98+00 TO 108+50 6 PLAN &PROFILE -SIERRA AVENUE FROM 108+00 TO 117+79.36 7 TYPICAL SECTIONS &DETAILS 8-11 DETAIL SHEETS 12-14 CROSS SECTIONS 15-19 TRAFFIC PLANS PLANS PREPARED FOR REVISIONS ENGINEER FIESTA DEVELOPMENT, INC. 7072 GARFIELD AVENUE HUNTINGTON BEACH, CA. 92648 (714) 842-5527 V ct 33. City of Fontana, utility notification list: City of Fontana Pacific Bell Co. Attn: Carlos Navarro Attn: Virginia Becker 8353 Sierra Avenue 3939 E. Coronado Street Fontana, CA 92335 Anaheim, CA 92807 (909) 350-6632 (714) 666-5467 So. Calif. Gas Company Underground Service Alert Attn: Dennis Freeman 1-800-422-4133 1981 W. Lugonia Avenue Redlands, CA 92374 Comcast (Cable TV) (909) 335-7547 Attn: Jack Hayes Emergencies -000) 427=2200 1205 Dupont Avenue Ontario, CA 91761 So. Calif. Edison Company (909) 390-4738 300 N. Pepper Avenue Rialto, CA 92376 General Telephone Company 820-5598 - Underground Attn: Steve Hock 909 875-5100 - Transmission 1400 E. Phillips Blvd. 1909 213 637-1233 - Pipelines Ontario, CA 91766 909 357-6223 - Distribution (800) 422-4133 8001 422-4133 Fontana Water Company West San Bernadino County Attn: Michael J. McGraw Water District 8440 Nuevo Avenue 855 West Baseline Fontana, CA 92235 P.O. Box 920 _(909) 822-2201 Rialto, CA 92377-0920 Fax: (909) 823-5046 Chino Basin Municipal Water District P.O. Box 697 Rancho Cucamonga, CA 91730 C'NI BENCHMARK . ADDDl1\/AI 11ATC. BM #813 SiERRA AVE. AT MAIN DRIVE JURUPA PARK TOP F.H. 1102.18 ELEVATION: 1102.18 GENERAL NOTES, 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 cA lits. All 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. 8. All 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 contrgQtor after completion of paving. 11. All valve 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) shall 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 immediately report said conflict or possible conflict to the owners representative. 17. Sterilant required under all A.C. pavement. 18. All 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 has been placed, inspected, and approved. 20. The walls and faces of all excavations greater than five (5) feet in depth shall be effectively uarded by a shoring system, sloping of the ground or other equivalent means. Trenches less than five (5? feet in depth shall also 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 backfill shall 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, silt or debris to be deposited onto public or adjacent property at all times during construction. Any mud or debris onublic property shall be removed immediately. Dust shall be controlled by wateringP 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 Engineer to enable the contractor to construct the work to the plan grades. 28. Care should be taken to prevent grades, ditches, and swbles 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 shat[ 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 gdotechnical engineering report and submitted to the City of Fontana for approval upon completion of rough grading. 31. Pavement structural soctions shown are minimum and subject Ao revision and approval of the City as required by soils tests taken after completion of rough grading. 32. The contractor shalt not disturb existin' survey monuments or bench marks noted on the plans, or found during construction without prior notifidation to the Civil Engineer. Removal and replacement shall be done by a Registered Civil Engineer or Licenied Land Surveyor. Survey monuments which will be destroyed as a result of this construction shall be repldlced. Contractor shall notify Registered Civil Engineer or Licensed Land Surveyor 6ne week prior to construbtion so that ties to monuments can be established for later replacement of said monuments by said Registered Civil Engineer or Licensed Land Surveyor. ��/� E��nc,� co�� o�� tion 1501 QUAI L STREET NEWPORT BEACH, CA 92658 (714) 476-3300 SHAHAB NAZARIE R.C.E. 36943 DATE (EXPIRES 6/30/00) QROF ESS / pNgl LILJ C 36943 rn * Exp. 0/30/00 ciVIL q�£ O' CA\��O CITY OF FONTANA, CALIFORNIA u DRAWN E�Y: HYP JURU A AV EWE - DESIGNED BY: HYP TITLE 8-'HY llff� CHECKED BY: APPROVED: CITY ENGINEER