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Home My WebLink About2252-144 4-4 OWN 32 .32 ze h 7.f� 4� 0.0 fP.07�%JCr A. C. mit. 3 ODi� / :Ode -/M rr- 4 / 3 Ex. S.dei va/k T�oica/ .5ecfion y .Sa17 ge,rfardi�ro .4Ye, //o1 k scale 4t /Z' 2% Leve/ YJ e"% r D ,S T/CCI yP geC�%D�'J Lime C/1 EMIM MEON oun ink els s - FX t SnAi U lnit�OAI=N h 13. Saw cut pavement to a neat, straight cut 4JS L.F. I N STAR 406 . W M EW N•{'•5- �oC�C{Al-NF�4p GuT c7ilr� �o. . hT0UWr__e V9NAM9,NrAL N.coo Z Cz LU No. 2+0300 rn EXP. DATE.9/ja 9 3 cA &rich Mark No..529 Chis.' 0"at S:W. Cor. of Catch Basin atN.E. Ca: San Bernardino Ave. and Pop/ar Ave. E/evalion : //Z3. /3 [-No. 1 Rev1S,orr I� y I oar I�o�o41 1 Nal LINVILLE CIVIL ENGINEERS LAND SURVEYORS INC. Haven Commerce Center 9035 --Haven Avenue Suite 100 Rancho Cucamonga, CA 91730 (714) 989-3922 1-800-422-4133 IT'S THE LAW*! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG! TO EXCAVATING O A� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF' UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 Cit xw11 ay . O.A.C.. of Fontana , California ,*,reef Planro% rra C f /lo. 1-5el,601 3 esigned �y: ..3;vi Bernardino Avenue `? ,k. Al Z Lime Avenue here N. GihYi//e .0 E 20300 v. 9*_o - ehe,=9y: Dale: *5 I z1 I13 fi/ell/o. T,2 3&699 ,�omre� By: ✓&WU= • \ , /tori z.0. Yerf ' No. • /"= S%za- 9,3 neer .C.E. 2 /210. ZZSZ �•o�� • STREET IMPROVEMENT PLANS GENERAL NOTES S'i9/?�/?gr/ping /YD�eS 1. All work shall be done in accordance with these plans and the City of Fontana Public Works Department Standard Specifications dated 1975, 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE and any revision thereafter. STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF 2. Construction permits shall be obtained from the City of Fontana Public CALIFORNIA. Works Department prior to the start of any work within the City, limits. 3. Stationing refers to the centerline'of street except where otherwise noted. 2, PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 4. Curve data refers to the face of the curb. 3, PAVEMENT MARKINGS CONFORM TO CITY STANDARD STENCILS. 5. All exposed concrete shall -conform in p grade, color and finish to all adjoining curbs and sidewalks. 4, TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHALL BE IN TWO (2) SEPARATE COATS. A FINAL COAT Aand4// Ave. IS TO BE APPLIED BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRS? COAT. 6. Actual thickness of A.C. pavement and/or base course material for structural street section shall be recommended by a geotechnical engineering report and submitted to the City of Fontana for approval upon completion of ' 5, TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. rough grading. CODES SHOWN NOW ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE SeezioiaSIGN J STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 7. Pavement structural sections shown are minimum and subject to revision and approval of the City as required by soils tests taken after completion �4ve of rough grading. 6. SIGN SHALL BE MOUNTED ON A "QUICK .PUNCH POST" 2" X 2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE 8. Care should be taken to prevent grades, ditches and swales from undermining street improvements. upon inspection of the site, the City Engineer may ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/2' 1 30" 16 GAUGE (NON -PERFORATED), TO FIT'A 2" SQUARE require temporary gunite swales, entering or leaving improvements. - STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR WITH -ONE 7(16" HOLE ON EACH SIDE, AND AT TOP. 9. All underground work shall be completed prior to paving of the streets. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC 10. Adequate stakes shall be set by the Engineer to enable the contractor to p0 `OG+� rJ -CONTROL AT ALL TIMES. - construct the work to the plan grades. . 1.1. All pipes -or substructures of any kind and all telephone or power poles, �; �� 8. CONTROL -POINTS .OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. water meters, valves, hydrants, irrigation structures, etc., shown or not _ ' shown on this plan and located within areas to be improved and interfering �:. 9. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE with construction, shall be relocated by others. be the shallncies Contractor's responsibility to notify all of the agege concerned before • �- CONTRACTOR. construction begins. I Sam U�ard w. 10. - REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. -STOP SIGN 12. All manhole and cleanout frames and covers shall be constructed 6" below finished grade by sewer contractor and shall be raised to grade by paving Qi AND LEGENDS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5),DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC contractor after completion of paving. ' �' SECTION IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. ' 13. All valve cans and covers shall be constructed 6" below finished grade by �� water contractor and shall be raised to grade by paving contractor after fb 11. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED BY THE ENGINEER. ADDITIONAL WARNING completion of paving. AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER. 14. Refer to City of Fontana, Underground Utility Location Standard Detail 129. p) 15. The Contractor(s) shall coordinate construction with all utilities and other improvements including, but not limited to, gas, telephone, electrical, V lighting, television cable, landscaping, landscaping irrigation, domestic water, reclaimed water, sewer, storm drainage, flood control systems, etc. I , 16. As built -drawings shall be•provided by the Engineer to the City of :Fontana. Sris f%riv� W 17. 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. •UTILITY NOTIFICATIONS: 18'. Contractor is instructed to refer to these plans. and the specifications, and where there is or may be a conflict shall immediately report said Ila //C y Water: San Gabriel Valley Water Company, conflict or possible conflict to the owner's representative. 11142 Garvey Avenue E1 Monte, CA 91734 19.. Sterilant required under all A.C. pavement. (213) 448-6183 20. No concrete shall be placed until forms and reinforcing steel have been Sewer: City of Fontana placed, inspected and approved. 8353 Sierra Avenue Fontana, CA 92335 21. All utility companies shall be given 48 hours notice prior to work around (909) 350-7640 their facilities. Vich7l� MLt Power: Southern California Edison Company' 22. All backfill compaction to be certified by soils engineer. P•:0. Box 788 1 300 N. Pepper Street 23. All materials and methods to be subject to the approval of the City Engineer. %7,0 TO SCa✓e Rialto, CA 92376 Attn: David Jones 24. Backfill materials shall be verified by Contractor and approved by Public (909) 820-5191 Works Inspector prior to the placing of any permanent pavement. Gas: Southern California Gas Company 25. Contractor to install pavement markings and striping as required by the 16231 Valley Blvd.- City Engineer. Fontana, CA 92335 Attn: Mr. Lou Westfall 26. Contractor shall not operate any main line water valve. (909) 889-9711 27. If existing utilities or any other facilities conflict with the proposed Southern California Gas Company improvements, work shall stop and the Engineer notified immediately. Transmission Division 2191 E. Birch Street 28. It shall be the responsibility of the Contractor to notify the Engineer Brea, CA 92621 after the base course has been constructed and before the paving has (714) 529-2889 been installed so that the Engineer may install the street centerline monuments as required by the City Code of the City of Fontana. CONSTRUCTION NOTES EST. OF QUANTITIES Telephone: General Telephone 1. Const. 4A.C. See general nole5 Co 47 6,510 S.F. 9000 Hellman Avenue ' ' Rancho Cucamonga, CA 9173.0 PRIVATE ENGINEER'S NOTES (22.. -.Const. A.C., See cseneral noie5 10 ,7 18,042 'S.F. (909) 945-3562 The private engineer signing these plans is responsible for assuming the accuracy 3. Const. 1" min.'A.C. overlays See general nares to % 8,455 S.F. Pacific Bell and acceptability of the work hereon. In the event of discrepancies arising 3939 E. Coronado Street during construction, the private engineer shall be responsible for determining //�� (4.} -Const. 8" curb and gutter per City Std. 101 229 L.F. Anaheim, CA 92807 an acceptable solution and revising the plans for approval by the City. (This ��J (714) 999-5639 note is. required on all plans). 5. Const. 6" curb and gutter per City Std. 101 D 590 L.F. PAVING NOTES Const. 4" P.C.C. sidewalk per City Std. 105-A 5,846 S.F. Actual thickness of base material to be determined by soils test and recbmmencled 7. Const. driveway approach per City Std. 103------- Gstreets 3,298 S.F. by the Soils Engineer R. Values, gravel equivalents and structural s�ction•of shall be submitted to the City of Fontana for approval upon completion (8.}- Const. ramped curb return per City Std. 104-A 144 S:F. of rough grading. 9. Const. cross gutter and spandrel per City Std. 104 996 S.F. Care should be taken to prevent grades, ditches and swales from undermining street improvements upon inspection of the site, the City Engineer may require 10. Redwood header 113 L.F. temporary gunite swales, entering or leaving improvements. 11. Install. 5800 lumen APS cobrahead cutoff lamp. Pavement sections shown are minimum and subject to revision and approval of the test taken after completion of rough grading. Const- Mounting height should be 25 feet on an ornamental pole 3 Ea. City as required by soils "A.C. for estimating ruct over" A.B. paving. (Assume 4" A.C. over native 12. Install 22,000 lumen HPS cobrahead cutoff lam M t' h ht hould be 30 feet on an fie.- 2 Ea 4& purposes only. Actual paving thickness to be determined per paving note on Sheet 1). oun ink els s - FX t SnAi U lnit�OAI=N h 13. Saw cut pavement to a neat, straight cut 4JS L.F. I N STAR 406 . W M EW N•{'•5- �oC�C{Al-NF�4p GuT c7ilr� �o. . hT0UWr__e V9NAM9,NrAL N.coo Z Cz LU No. 2+0300 rn EXP. DATE.9/ja 9 3 cA &rich Mark No..529 Chis.' 0"at S:W. Cor. of Catch Basin atN.E. Ca: San Bernardino Ave. and Pop/ar Ave. E/evalion : //Z3. /3 [-No. 1 Rev1S,orr I� y I oar I�o�o41 1 Nal LINVILLE CIVIL ENGINEERS LAND SURVEYORS INC. Haven Commerce Center 9035 --Haven Avenue Suite 100 Rancho Cucamonga, CA 91730 (714) 989-3922 1-800-422-4133 IT'S THE LAW*! CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIG! TO EXCAVATING O A� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF' UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 Cit xw11 ay . O.A.C.. of Fontana , California ,*,reef Planro% rra C f /lo. 1-5el,601 3 esigned �y: ..3;vi Bernardino Avenue `? ,k. Al Z Lime Avenue here N. GihYi//e .0 E 20300 v. 9*_o - ehe,=9y: Dale: *5 I z1 I13 fi/ell/o. T,2 3&699 ,�omre� By: ✓&WU= • \ , /tori z.0. Yerf ' No. • /"= S%za- 9,3 neer .C.E. 2 /210. ZZSZ �•o�� •