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Home My WebLink About2579-1.GENEML NOTM 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 limits. 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. 3. Curve data refers to the face of curb. S. 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. S. All underground work shalt 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. 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 oil 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 guarded 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 U� w Z w r U 0 w CITY OF FONTANA STREET IMPR..OVEMENT PLANS FOR TRACT NO. 15655-3 and 8, 22 EXISTING HIGHLAND AVENUE hazardous ground movement may be expected. 33. The contractor shall not disturb existing survey monuments or bench marks noted on the plans, or found during construction without prior 22. The contractor shall obtain a permit to perform excavation or notification to the Civil Engineer. Removal and replacement shall be trench work as described in note 20 above from California State done by a Registered Civil Engineer or Licensed Land Surveyor. Survey Division of Industrial Safety. See Standard Specifications for monuments which will be destroyed as a result of this construction Public Works Construction, Section 306-1.1.6. shall be replaced. Contractor shall notify Registered Civil Engineer or Licensed Land Surveyor one week prior to construction so that ties to 23. No trench backfill shall take place without prior approval of the monuments can be established for later replacement of said monuments City's Inspector. by said Registered Civil Engineer or Licensed Land Surveyor. 24. Protective measures shall be taken by the contractor so as not to INDEX MAP SCALE: 1"=400' - y - -i W. _@. 4 -,4 HORIZ:. 1" = 10' VERT: 1" = 2' NOTES ES'TWTE OF OUAN I I I ES CONSTRUCT e AC PAVEMENT (Min.) OVER 12" OF 95% COMPACTED NATIVE (See general notes 31 do 32) 92,083 S.F. �--- CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 139 L.F. (D -CONSTRUCT Cr PCC CURB AND GUTTER PER CITY STD. DWG. NO. 101 5,405 L.F. 7�-- CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. 104 1,225 S.F. 8a-- CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' S.F. CONSTRUCT C PCC SIDEWALK PER CITY STD. DWG. NO. 105A ,W=5' 28,223 S.F. 12 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A 8 EA. 13 CONSTRUCT 2"x4" REDWOOD HEADER 36 L.F. 15 CONSTRUCT LOCAL. DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED -- 4 EA. 16 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 10 EA. 17 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 EA. 30 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. 118 1 EA. NOTE: CONSTRUCTION NOTES 1,2,5,10,11,14,18-29, NOT USED ON THESE PLANS. �� .J HORIZ:. 1" = 10' VERT: 1" = 2' Filename: L:\DWG\ 10201\ -5655-3\ 10201 STI .DWG Date: April 22, 1997 _N cause any mud, silt or debris to be deposited onto public or adjacent property at all times during construction. Any mud or . City of Fontana. ut!lity nottficat lust 61 � ee''� debris on public property shall be removed immediately, Dust shall City of Fontana Pacific Bell Co. �� Q be controlled by watering or other approved method throughout the c grading operations. Attn: Carlos Navarro Attn: Virginia Becker > 8353 Sierra Avenue 3939 E. Coronado Street Q Fontana, CA. 92335 Anaheim, CA. 92807 �� .J 25. Estimate of quantities is provided by the engineer only for the (909) 350-6632 (714) 666-5467 convenience of the developer. The contractor shall make his own determination of construction quantities before submitting his So. Calif. Gas Company Underground Service Alert e bid. Any item of work required by these plans which is not Attn: Dennis Freeman (800) 422-4133 t o specifically listed in theestimate of quantities shall be 1981 W. Lugonia Avenue 6 Oe Baseline i considered as included n the other items of work. Redlands, CA. 92374 Comcast ( Cable TV) 32' 32' 3 26. All backfill to be certified by the Soils Engineer. (909) 335-7547 Emergencies: (800) 427-2200 Attn: Jack Hayes 1205 Dupont Ave. \ 6.5' 4.5' \ 5.5' 20' 22' 5.5' 27. All materials and methods to be subject to the approval of the So. Calif. Edison Company Ontario-, CA. 91761 (909) 390-4738 0 City Engineer. 300 N. Pepper Avenue W Rialto, CA. 92376 General Telephone Company 28. Adequate stakes shall be set by the Engineer to enable the 909 820-5598 - Underground Attn: Steve Hock contractor to construct the work to the plan grades. 909 875-5100 -Transmission 1400 E. Phillips Blvd. o ° 213 637-1233 - Pipelines Ontario, CA. 91768 -0.01' -0.04' 29. Care should be taken to prevent grades, ditches and swales from 909 357-6223 - Distribution (800) 422-4133 v .c v = undermining street improvements. Upon inspection of the site, the 800 422-4133 2 LEVEL LINE 2x 3 City Engineer may require temporary gunite swales, entering or Fontana Water Company ,:y �:.t�L�;,;. ��, --� ..-- Foothill leaving improvements. Crawford Canyon Mutual 1Atater Co. Attn: Michael J. McGraw ap 30. All utility companies shall be given 48 hours notice prior to work Attn: Bill Vanderkieft, Jr. (619) 868-6040 8440 Nuevo Avenue Fontana CA. 92235 9 3 9 around their facilities. (909) 822-2201 31. Actual thickness of A.C. pavement and/or base course material for Fax: (909) 823-5046 6 6 T structural street section shall be recommended by a geotechnical LC_W %-Jw%f engineering report and submitted to the City of Fontana for Beechcraff Ave - Sta.1+55.00 to Sta. 2+40.04 YICN" MAP upon completion of rough grading. • HORIZ• 1" = 10' " SCALE: 1 1/2 mile 32. Pavement structural sections shown are minimum and subject to VERT: 1" = 2' revision and approval of the City as required by soils tests taken after completion of rough grading. Filename: L:\DWG\ 10201\ -5655-3\ 10201 STI .DWG Date: April 22, 1997 _N