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Home My WebLink About2283-1WALNUT V _==%LAG1E PARIKWAY QT MANGO AVVIENNUIE N,TERSECT ON ENHANCEMENT PROJECT G ENIERAL NC'rES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK"). 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS (CITY PERMIT FEES WILL BE WAIVED). 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS EXCEPT WHERE OTHERWISE NOTED. 6. ACTUAL THICKNESS OF AC 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 PRIOR TO ANY . GRADING. 7. 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. 8. 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. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. ALL SURVEYING SHALL BE PROVIDED BY THE CONTRACTOR. 11. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 14. BLUELINE RECORD DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA PRIOR TO FINAL PAYMENT. 15. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, SEWER, STORM DRAINAGE, ETC. 16. 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. 17. 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 OWNER'S REPRESENTATIVE. 18. STERILANT REQUIRED UNDER ALL AC PAVEMENT PRIOR TO PAVING. CITY INSPECTOR SHALL BE PRESENT AT TIME OF APPLICATION. 19. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 20. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 21. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 22. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 24. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC ENGINEER. 25 � CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 26. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 27. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRIOR TO ANY STREET REMOVAL OPERATIONS TO TIE OUT EXISTING SURVEY MONUMENTS (SEE NOTE BELOW). 28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AFTER THE BASE COURSE OF A.C. HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED TO INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. THIS WORK SHALL BE DONE BY A CALIFORNIA REGISTERED LAND SURVEYOR/CIVIL ENGINEER WITH RCE NUMBER BELOW 33965. 29. TRAFFIC CONTROL SHALL BE MAINTAINED AT ALL TIMES PER PROJECT SPECIFICATIONS & CITY ORD. 997. 30. CONTRACTOR WILL NOT BE ALLOWED TO STOCKPILE CONSTRUCTION MATERIALS IN PUBLIC RIGHT OF WAY WITHOUT APPROVAL & PERMIT FROM CITY ENGINEERING OFFICE PER CITY ORD. 997. LM "IGEN® ITEM DESCRIPTION TOTAL QTY UNIT O1 SAWCUT & REMOVE EXISTING A.C. PAVEMENT 15006 CENTERLINE 2 PLACE 4" A.C. PAVEMENT OVER 12" COMPACTED NATIVE 421 RIGHT OF WAY LINE NOTICE TO CONTRACTOR: CONSTRUCT 6" CURB MEDIAN PER CITY STD. 101 1031 EDGE OF PAVEMENT UTILITIES SHOWN HEREON AS "PROPOSED" MAY IN FACT BE EXISTING CONSTRUCT 7' CATCH BASIN & LOCAL DEPRESSION PER CITY STD. 121 1 AT THE TIME OF THIS CONSTRUCTION. THE CONTRACTOR SHALL O5 EXISTING IMPROVEMENTS DETERMINE IF ANY "FUTURE OR PROPOSED" UTILITY HAS BEEN O6 PROPOSED IMPROVEMENTS CONSTRUCTED. CONTRACTOR SHALL COORDINATE WITH OTHER --EATbL----- CABLE TV LINE CONTRACTOR FOR VERIFICATION OF ANY NEW CONSTRUCTION. -U'7-EL-E�C- UNDERGROUND ELECTRIC ELECTRICITY TELEPHONE O9 GAS LINE SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL LF 7951 REDWOOD 3073 ADAMS ST. SEWER SEWER LINE FONTANA, CA 92336 RIVERSIDE, CA. 92504 -�:D- - - - STORM DRAIN LINE (909) 357-6231 (909) 359-2520 LF 12 CONTACT: FRAN STEWART CONTACT. THOM YORK YhkTER WATER LINE GAS_ SEWER TC TOP OF CURB SOUTHERN CALIFORNIA GAS CO. CITY OF FONTANA FL FLOW LINE 1981 WEST LUGONIA ST. 8353 SIERRA AVENUE GB GRADE BREAK REDLANDS, CA. (909) 357-6231 P.O. BOX 518 FONTANA, CA. 92335 CF CURB FACE CONTACT. KEN SOVERNS (909) 350-7610 CB CATCH BASIN CONSTRUCT RAMP PER CALTRANS STD. DETAIL NSP A88 CASE C .MODIFIED CONTACT. CARLOS NAVARRO EA 18 WATER CATV JS JUNCTION STRUCTURE FONTANA WATER COMPANY COMCAST CABLE TV 67.44 PROPOSED ELEVATION 16803 SPRING ST. 1205 DUPONT AV. LF 21 FONTANA, CA 92335 ONTARIO, CA 91761 (67.44) EXISTING ELEVATION (909) 822-2201 (909) 988-2985 EA 23 CONTACT: AL KROHN CONTACT: LOUIS McDONALD --` PROPOSED A.C. PAVEMENT TRAFFIC CONTROL WARNING SIGNS, BARRICADES AND ALL RELATED WORK, INCLUDING ARTICLE 7-10.3 OF LS ................ ""•'•"'••"' PROPOSED COLORED CONCRETE SPECIAL PROVISIONS REMOVE EXISTING PAVEMENT PROVIDE SURVEY SERVICE BY CALIFORNIA REGISTERED ENGINEER/LAND SURVEYOR (INCLUDES 2 MONUMENT WELLS) LS LS GRIND AND OVERLAY GRIND AND OVERLAY 0.1' A.C. PAVEMENT 780 SHEET 8c PROJECT INDEX MAP TITLE SHEET No. 1 PLAN & PROFILE SHEET No. 2 INTERSECTION DESIGN SHEET No. 3 SIGNING AND STRIPING PLAN SHEET No. 4 LANDSCAPE & MONUMENT DESIGN SHEET No.'s 5 TO 7 7 SHEET No.4 SCALE. 1'=200' SHEET No.3 C_ %HEET No. s W&NIK VLLAI64� PKWY � TO 7 SHEET No -2 J PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG TEMPORARY BENCHMARK TOP OF CURB LOCATED ON WEST END OF N/W CURB RETURN OF WALNUT VILLAGE PKWY AT MANGO AVENUE. ELEV. 1269.56 REV. REVISION DESCRIP11ON DATE ENGR. CITY DATE O ?,QFESS/049 CO v Li rn Or- No. 40964 M * Exp. 3/31/95 s�TF CIVIC �F CA1l CITY BID # 88-26-94 CITY OF FONTANA SAN BERNARDINO COUNTY, CALIFORNIA 0 0 5000' L E G E N D CITY OF FONTANA QTY OF FORMAS SKM of INnlymQ: WHAT MAM PK* AT YAMGO AV INOORPORAM QTY UfTE"WOM EBHAMCEYEtiT vIcINITY MAP PROJECT LOCATION CONS'rRUC"rQ CN N07ES & CkUANjr0 jr0 ES CAL.L. SHr=r=j'S) ITEM DESCRIPTION TOTAL QTY UNIT O1 SAWCUT & REMOVE EXISTING A.C. PAVEMENT 15006 SF 2 PLACE 4" A.C. PAVEMENT OVER 12" COMPACTED NATIVE 421 TONS O3 CONSTRUCT 6" CURB MEDIAN PER CITY STD. 101 1031 LF ® CONSTRUCT 7' CATCH BASIN & LOCAL DEPRESSION PER CITY STD. 121 1 EA O5 INSTALL 2-12" 0 SPIRAL C.M.P.'S WITH BU11MINOUS COATING 70 LF O6 PLACE 9 1/2- THICK GROOVED COLORED CONCRETE OVER 12" COMPACTED NATIVE 7519 SF O7 PLACE ROCK HARDSCAPE PER DETAIL ON SHEET 2 1539 SF O8 CONSTRUCT 8" CURB & GUTTER PER CITY STD. 101 520 LF O9 INSTALL 2" X 4" REDWOOD HEADER AT EDGE OF PAVEMENT AT STRAIGHT GRADE FROM FLOWLINE TO 391 LF EXISTING EDGE OF PAVEMENT 10 OMITTED 11 CONSTRUCT 9 1/2- THICK X 24" WIDE CONCRETE CROSS WALK BANDS OVER 12" COMPACTED NATIVE 385 LF 12 CONSTRUCT JUNCTION STRUCTURE No. 4 PER L.A.C.F.C.D. STD. 2-D193 1 EA (A=75' , D=2-12" 0) 13 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. 105A 1273 SF 14 ADJUST MANHOLE TO GRADE WITH 12" COLORED CONCRETE BAND AROUND RIM CITY STD. 109 (MODIFIED) 1 EA 15 CONSTRUCT RAMP PER CITY STD. 104A 2 EA 16 CONSTRUCT RAMP PER CALTRANS STD. DETAIL NSP A88 CASE C 1 EA 17 CONSTRUCT RAMP PER CALTRANS STD. DETAIL NSP A88 CASE C .MODIFIED 1 EA 18 CONSTRUCT LANDSCAPING & MONUMENT SIGN LS LS 19 SAWCUT & REMOVE EXISTING RAMP AND OR SIDEWALK 753 SF 20 SAWCUT & REMOVE EXISTING CURB rbc GUTTER 93 LF 21 RE -STRIPING AND SIGNING (SEE PAGE 4 OF 7 OF PLANS) LS LS 22 POTHOLE EXISTING UTILITIES 1 EA 23 CLEARING AND GRUBBING LS LS 24 TRAFFIC CONTROL WARNING SIGNS, BARRICADES AND ALL RELATED WORK, INCLUDING ARTICLE 7-10.3 OF LS LS SPECIAL PROVISIONS 25 PROVIDE SURVEY SERVICE BY CALIFORNIA REGISTERED ENGINEER/LAND SURVEYOR (INCLUDES 2 MONUMENT WELLS) LS LS 26 GRIND AND OVERLAY 0.1' A.C. PAVEMENT 780 SF Prepared Under The Supervision Of : DRAWN BY - _; Y: 1 DESIGNED BY: JT Date : 3004 CHECKED BY: F.MOLINOS R.C.E. 40964 EXP.3/31/95 FMj JR, YP, CN STREET IMPROVEMENT PLAN WALNUT VILLAGE PARKWAY AT MANGO AV TITLE SHEET APPROVED BY: !1-��-P-�- 3 3 • �J ¢ SCALE: AS SHOWN -DATE: DWG. NO.: 2283 JY7 m