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Home My WebLink About2344-1NOTICE TO CONTRACTOR SAFETY:- All AFETY:-All contractors performing work shown on or related to these plans shall conduct their operations so that all employees are provided a safe place to work and the public is pro- tected. All contractors shall comply with the Occupational Safety and Health Regulations of the U.S. Department of Labor and with the Construction Safety Orders of the State of California Department of Industrial Rela- tions. SITE CONDITIONS: Contractors shall assume sole and complete responsibility for job site conditions during the course of the construction of this project, including safety of all persons and property. This requirement shall apply con- tinuously and not be limited to normal work- ing hours. The contractor shall defend, indemnify and hold the owner, engineer and city harmless from any liability, real or alleged, in connection with the performance of work on this project, except liability &rising from the sole negligence of the owner, engineer or city. EXIST KI r LEGEND v -NST RI i LEGEND i W Z rn W 0 i N Q W w Z LJQ W J 0 i Ey IST RI L1_GEND ,,. MERRILL AVENUE 3 � QD [SCHOOLI'_ W65 II END rZ4.64 SCHOOL 0 46141" E 7.97. (03' ZO N E" C12), W65= I 193_051_35193 -051- 3(o17f77,+ --------------- I N99°4l°'4T"E 298.19' 19 3-0 51-ZI I 193- 051- 05 DATE ELEMEN ARYSCHOOL� v 193-051-20 �----------------M -------------------------- -a 9011 CLE DER AVENUE 0 Z 1°13-051-19 I 193-051-08 z 1 I 1 I NA90-4W4111E 298.05' I � 193-051- 39 1�3-051-40 '" 6,11r tr_J 7- 193-051-17 r` L - -- -- o - o I Z t2 N 89 46'41" E 297.37' 241 + 42. B5 I IT Ili )EXIST RI t LEGEIN.D ATHOL STREET I I SCALE: P:100' V I IT—' SIGNAGE PLAN AND INDEX WP UNDERGROUND UTILITIES: The existence and location of any underground utilities, pipes and/or structures shown on these plans were obtained by a search of available records. The contractor shall determine the actual size and location, both vertical and horizontal, of any utilities and shall be responsible for any damage to any public and/or private utility, whether or not said utility is shown hereon. Contractor shall contact UNDERGROUND SERVICE ALERT at 1(800)422-4133 for identification of under- ground facilities 48 hours prior to excava- tion or construction. JOIN LOCATIONS: PRIOR TO THE START OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN LOCATIONS. THIS SHALL APPLY TO BOTH UTILITIES AND SUR- FACE IMPROVEMENTS. The contractor shall report any discrepancies in either plans or field conditions to the design engineer immediately for resolution PRIOR to proceed- ing with construction. The contractor shall be responsible for any discrepancies not reported and resolved prior to said work. EXIST R1 s LEGEND I � i :GENU UNAUTHORIZED CHANGES AND USE: The design engineer shall not be reS�ponsible or liable for* unauthorized changes to or uses of these plans. All changes must be approved by the engineer in writing. The contractor shall be responsibly; for any damages or correctional costs, including plan revision costs, incurred due to unauthorized changes in the work. GENEM NOTES: TRAFFIC CDNTROL STRIPING I SIGNAGE 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARDS AND SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARDS r'D SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SPALL CONFORM TO CITY STANDARD STENCILC. 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS ON NEW SURFACES SHATIL BE IN TWO (2) SEPARATE COATS. A FINAL COAT IS TO BE APPLIED BETWEEN FOURTEEN (14) AND THIRTY (30) DAYS AFTER THE FIRST COAT. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM T(lTHE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS Se?,C lICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE INDICATED ON PLANS. 6. SIGN SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2' ()2 GA.) WITH 7/16" HOLES, .1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH MAY VARY W.Th SIVA INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. THE ANCHOR SHALL BE A HEAVY DUTY ONE PIECE ANCHOR, 2 1/7' h 30" a 6 GAUGE (NON -PERFORATED), *TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR WITH OriE 7/16" HOLE ON EACH SIDE, AND AT TOP. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTuR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. S. CONTROL POINTS OR "CAT -TRACKING" IS TO BE APPROVED BY THE TRAFFIC SECTION PRIOR TO PAINTING. 9. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE CONTRACTOR. 10. RFYOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGN AND LEGENDS WILL BE REMOVED ONLY BY CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. 11. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE DETERMINED BY THE ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY BE REQUIRED BY THE ENGINEER.I 30' IZ W 30' W 12' l8' 18' 12' a,5' r- 4'_7s CONST S I DEWA LK 7.5' 4' FCATgEk SEE "NOTE'' L3ElD `- EXIST: AC EXIST EXIST C 4 G EXIST SIDfWA K REMOVE DEPkESSED CUKBS C?G _ FILL-IN TO MATCH SEE SHT3 DATE -STREET � 3Z 30' �t3Z' EXISTING MW 3 ' PER PLAN 93&3�'ULT.� 34' ULTIMATE R W IL 12ZD' 22, I Z, 0, 5' 4' FEAT4I ER1 p,p L_4 f I ! _ - SFE "NOTE` BELOW EXIS OR EXIST OR FUTY FUT, SIDEWALK CURB GUTTER EXIST AC PAVEMENT � 4/z"AC OVEK a"cE 3 5 SEE SHEET 2 I Z" COMPACTED ,z OLEANDER AVENUE NATIVESOI L DEDICATION TYPICAL SECTIONS wLIMIrsROJE`� ND SCALE I I LEGEND: FS N=:"ADDITIONAL PAVEMENT REMOVAL AND REPLACEMENT Inv Invert PIV Post Indicator Valve MAY BE REQUIRED BY THE CITY ENGINEER PRIOR Finished Grade FF Finished Floor R/W Right TO PLACEMENT' OF PAVEMENF . TC Top. of Curb HP High Point SMH Sewer Manhole Cpl W Flowline CF Curb Face BW Back Wa YDLT Yardlight CLF Chain Link Fence Public Works Department prior to the start of any work within the TOG Top of Grate Elevations city limits. TYP Typical (123.45) Existing 17. No. WLA.J Street Light 123.45 Proposed determined at the time of construction and shall conform with the r ~'n W CONSTRUCTION NOTES:, QUANTITIES: LU 4. Curve data refers to the face of the curb. 18. Contractor is instructed to refer to these plans and the O 1 REMOVE EXIST CURB & GUTTER AND SIDEWALK 190 LF specifications, and where there is or may be a conflict shall 0 SAWCUT & REMOVE AC FOR NEAT CLEAN JOIN LINES IZOOSF immediately report said conflict or possible conflict to the OCONSTRUCT 8" CURB & GUTTER PER CI'T'Y STD DTL 101 G 14 LF I 4O CONSTRUCT CONCRETE DRIVEWAY PER CITY STD DTL 102-C modified I(c3DSF Sterilant required under all A.C. W=38'w/ 4' OF 0" CF FROM R/W, SEE PLAN FOR RADII SEE DETAILS) _pavement. 5O CONSTRUCT CONCRETE SIDEWALK PER CITY STD DTI, 105-A-WINIDE ,4988 SF No concrete shall be laced until forms p and reinforcing steel OCONSTRUCT 4 1/2" AC OVER 12" COMPACTED NATIVE SOIL)f(see pavement notes)- S(o00SF have been placed, inspected and approved. -V7. (*95% MAXUM UM DENS n) 21. All utility companies shall be given 48 hours notice prior to 7T CONSTRUCT DISCHARGE STRUCTURE PER. CITY STD DTZ. 124 MODIFIED ( SEE DETAILS) 2 EA II G CONSTRUCT SIZE 1 SIDEWALK DRAIN PER CITY STD UrL 124-A I EA INLET FLUSH w/ ON-SITE CURB AND INV=FL 22. OCONSTRUCT 2"x4"REDWOOD HEADER 50 LF 10 INSTALL CLASS 1 TYPE F DELINEATORS PER STATE STD PLAN A73C-q7O'oC 4EA I 11 INSTALL W63 AND W65 "SCHOOL' SIGN (INSTALLATION A PER STATE TRAFFIC MANUAL) -2 -ED the City Engineer may required temporary gunite swales, entering AND POST PER STATE STANDARD PLAN RS1 INSTALL YELLOW "SCHOOL" LEGEND PER STATE or leaving improvements. TRAFFIC MANUAL. 12 INSTALL W65-1 "END SCHOOL ZONE" SIGN AND POST PER STATE STANDARD PLAN RSI- 4 EA MST RIfLfLMb 13 INSTALL 9500 LUMEN HPS LAMP ON ORNAMENTAL POLE, 4 EA - streets. 30' MOUNTING HEIGHT, 6' MAST ARM (INSTALLATION BY OTHERS) pavement. 10. Adequate stakes shall be set by the Engineer to enable the 25• Contractor to install pavement markings and striping as required LEGEND: FS Finished Surface Inv Invert PIV Post Indicator Valve FG Finished Grade FF Finished Floor R/W Right of Way TC Top. of Curb HP High Point SMH Sewer Manhole Cpl FL Flowline CF Curb Face BW Back of Walk YDLT Yardlight CLF Chain Link Fence Public Works Department prior to the start of any work within the TOG Top of Grate Elevations city limits. TYP Typical (123.45) Existing 17. No. STLT Street Light 123.45 Proposed determined at the time of construction and shall conform with the Awl STREET IMPROVEMENT PLANS GENERAL NOTES 15. The contractor(s) shall coordinate construction with all 3,0890 300 N. PEPPER STREET RIALTO, CA 92376 utilities and other improvements including, but not limited to, 1. All work shall be done in accordance with these plans and the DISCHARGE gas, telephone, electrical, lighting, television cable, City of Fontana Public Works Department Standard Specifications landscaping, landscaping irrigation, domestic water, reclaimed dated 1975, and any revision thereafter. AVENUE water, sewer, storm drainage, flood control systems, etc. 2. Construction permits shall be obtained from the City of Fontana 16. As built drawings shall be provided by the engineer to the City Public Works Department prior to the start of any work within the of Fontana. city limits. 17. Type, location and width of driveway approach aprons will be 3. Stationing refers to the centerlines of street except where determined at the time of construction and shall conform with the otherwise noted. City of Fontana standard details. 4. Curve data refers to the face of the curb. 18. Contractor is instructed to refer to these plans and the specifications, and where there is or may be a conflict shall 5. All exposed concrete shall conform in grade, color and finish to immediately report said conflict or possible conflict to the all adjoining curbs and sidewalks. owner's representative. ,,/6. Actual thickness of A. C. pavement and/or base course material 19• Sterilant required under all A.C. for structural street section shall be recommended by a _pavement. geotechnical engineering report and submitted to the City of 20. No concrete shall be laced until forms p and reinforcing steel Fontana for approval upon completion of rough grading. have been placed, inspected and approved. -V7. Pavement struc`ural sections shown are minimum and subject to 21. All utility companies shall be given 48 hours notice prior to revision and approval of the City as required by soils tests work around their facilities. taken after completion of�rough grading. 22. All backfill compaction p to be certified by soils engineer. 8. Care should be taken to prevent grades, ditches and swales from undermining street improvements. Upon inspection of the site, 23• All materials and methods to be subject to the approval of the the City Engineer may required temporary gunite swales, entering City Engineer. or leaving improvements. 24. Backfill materials shall be verified by contractor and approved 9. All underground work shall be completed prior to paving of the by Public Works Inspector prior to the placing of any permanent streets. pavement. 10. Adequate stakes shall be set by the Engineer to enable the 25• Contractor to install pavement markings and striping as required contractor to construct the work to the plan grades. by the City Engineer. 11. All pipes or substructures of any kind and all telephone or power 26. Contractor shaTl not operate any main line water valve. poles, water meters, valves, hydrants, irrigation structures,, etc., shown or not shown on this plan and located within areas to 27, If existing utilities or any other facilities conflict with the be improved and interfering with construction, shall be relocated proposed improvements, work shall stop and the Engineer notified by others. It shall be the contractor's responsibility to notify immediately. all of the agencies concerned before construction begins. 28. It shall be the responsibility of the contractor to notify the 12. All manhole and cleanout frames and covers shall be constructed Engineer after the base course has been constructed and before 6' below finished grade by sewer contractor and shall be raised the paving has been installed so that the Engineer may install to grade by paving contractor after completion of paving. the street centerline monuments as required by the City Code of the City of Fontana. 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 completion of paving. 14. Refer to City of Fontana, underground utility location Standard Detail 129. �2Q� 14 Install 1" min. AC overlay. (SEE'NM`ATTYP.SEC3 171430 SF 15 Sawcut and remove existing depressed curb, gutter and 12" min. AC, 92 LI; and any parkway paving. 16 Construct 6" min. thickness AC. 9ZST 17 Construct commercial driveway per City Standard Detail 102-A, 21 G SF W=12'. (Coordinate w/sidewalk drain reconstruction). 18 Relocate mail boxes. 2 EA 19 Protect in place. y ZO CDNSTRUCT B" SEWER MAIN 30 LF 21 CONSTRUCT SEWEk MANHOLE PEK CITY STD DTL 112 2 E 2� INSTALL yCLLOWCROSSWALKS PEI, STATE TKAFFIC MANUAL AND CI-iY- 92SLF RER UIREMCNTS- 2Q I NSTA LL LISTA LLAT(ON C 1N 65 R E (25)! R7Z PER CALTRANS FIG 1051- ZEA WCM YELLOW" SCIUOOL` LEGEND PEAR STATE TRAFFIC MANUAL. 114STALL W 63%'AND W (,5A "SCNJOL XING'SIGNS CINSIALLATION iq-4EA PEZ STATE TRAFFIC MAKLJAL) AND POST PER STATE STD PLAN RS ( 25 CONSTRUCT 06 DIP WATER MAIN w/ FITf INGS PER WATE2 CO, SIDS - 40 LF ( WORK TO 6E PEkFORMED 3Y WATER CO.J Z� 6„ 3-0 �� 4� � ToP poenc,r�L SEC SEC - ,A No'sczcE -Ivi,-IL-nr c.11 ucKu[i UTILITY NOTIFICATIONS WATER: SAN GABRIEL VALLEY WATER COMPANY 11147. GARVEY AVENUE EL MbNTE, CA 91734 13) 448-6183 SEWER: CITY OF FONTANA 8353 SIERRA AVENUE �a FONTANA, CA 92335 (714) 350-7640 on roe SOUTHERN CALIFORNIA EDISON COMPANY • 2 -EX. -CtG f SIDEINALV . P. 0. BOX '788 SCRLE' 7(ut." 3,0890 300 N. PEPPER STREET RIALTO, CA 92376 StnpFS �C 0.°)8% ATrN: oaviD JONES DISCHARGE STRUCTURE °l4) 820-5191 OLEANDER AVENUE CITY STANDARD 124 -MODIFIED GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA 92335 MR. LOU WESTFALL (714) 889-9711 SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET BREA, CA ' 92621 (714) 529-2889 TELEPHONE: GENERAL TELEPHONE 9000 HELLMAN AVENUE RANCHO CUCAMONGA, CA 91730 (714) 94573562 PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 999-5639 UNDERGROUND SERVICE ALERT: (800) 422-4133 Section 4216/4217 of the Government code requires a "Dig Alert Identification Number" be issued by Under- ground Service Alert before a "Permit to Excavate" will be valid. Call 48 hours before start of work. WEST FONTd R�O�pI NO SLATE F 8L Rt el W L� AV VICINITY MAP ( SB f.. THOMAS GUIDE 14 957 C2.1