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HomeMy WebLinkAbout2323-1IMPROVEMENT PLANS FOR E'LY SIDE SIERRA AVE., S. OF VALLEY BLVD. AND FOR S7 LY SIDE VALLEY BLVD., E. OF SIERRA AVE IN THE CITY OF FONTANA CONSTRUCTION NOTES: FL FLOW LINE AC CONSTRUCT 6.5 it A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL OR BACK OF WALK EQUIVALENT SECTION OF A.C. ON AGGREGATE II BASE FINISH SURFACE CF (SEE GENERAL NOTE NO. 6) 4490 SF �2 CONSTRUCT 8" CONCRETE CURB AND 18" GUTTER PER CITY OF FONTANA STD NO. 101. 300 LF �3 CONSTRUCT CONCRETE DRIVE AND MODIFIED RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 102C 800 SF �4 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 105A. 1260 SF �5 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY OF FONTANA STD. NO. 104A., Y=5', X=4', W=10' 400 SF © SAWCUT AND REMOVE EXISTING A.C. PAVEMENT AND / OR EXISTING CONCRETE. 3900 SF Q7 REMOVE EXISTING CONCRETE CURB AND GUTTER. 350 LF ® REMOVE EXISTING CONCRETE DRIVEWAY. 1300 SF �9 REMOVE EXISTING CONCRETE SIDEWALK. 1590 SF 10 RELOCATE EXISTING ELECTRICAL PULL BOX. 1 EA 11 RELOCATE EXISTING TREEWELL. 1 EA 12 RELOCATE EXISTING SIGN. 2 EA 13 RELOCATE EXISTING PAC. BELL PULL BOX. 1 EA 14 REMOVE EXISTING A.G. PAVEMENT AND / OR EXISTING CONCRETE AND REPAVE TO MATCH NEW DRIVEWAY. 400 SF 15 VARIABLE THICKNESS AC COLD PLANE 0.10' MIN TO JOIN FLUSH 1300 SF 16 FILL IN WITH 1 1/2" A.C. AND SAND AS REQUIRED 195 SF 17 CONSTRUCT 8" BERM 38 LF UTILITY NOTES: 10 RELOCATE (BY OTHERS) �2 ADJUST TO GRADE NOTE: 1� SEE TRAFFIC SIGNAL PLAN PREPARED BY LINSCOTT, LAW & GREENSPAN FOR RELOCATION OF TRAFFIC SIGNALS AND APPURTENANCES. ® TO ®E REMOVED (®Y OTHERS) PER 517E PLAN. ❑3 PROTECT IN PLACE. GENERAL NOTE: 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER, 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA PUBLIC 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. 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. 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 ROUGH 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 ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. ALL GRADES LESS THAN 0.5% SHALL BE STAKED 12.5' ON CENTER. 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 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 THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 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 CONTRACTOR AFTER COMPLETION OF PAVING. 13 ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRACE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 14 REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 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, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 16 AS—BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 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 OR MODIFICATION THERE OF. 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 CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 19 STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. 20 NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 21 ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 22 ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 23 ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24 BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25 -CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 26 CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 28 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 29 THE CONTRACTOR SHALL PROVIDE TO THE CITY OF FONTANA TRAFFIC ENGINEERING DIVISION, PHONE (714) 350-7610, A DETAILED TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL, CHAPTER 5, MANUAL OF TRAFFIC CONTROLS, FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST EDITION. REVIEWED AND ACCEPTED BY THE CITY OF FONTANA, PRIOR TO THE ISSUANCE OF THE CONSTRUCTION PERMIT. PAVEMENT NOTES: 1 THE CITY OF PUBLIC WORKS INSPECTOR MAY REQUIRE AT HIS/HER OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT WITH CALCULATED "R" VALUES AND GRAVEL EQUIVALENTS FOR THE VERIFICATION OF A PROPER THICKNESS. 2 PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS MAY BE REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. N rr 75' o w 0 11110- -0 8' ---is.- CL IOf 80470 o.. ADDITIONAL /W DEDICATION SEPARATE INSTRUMENT ICe .2' n 6 EXIST. AC w I (TO REMAIN) EXIST. AC 9 7 (TO REMAIN) -r — VARIES (1.9%-2.5%) VARIES (1.3%-1.9%) SIERRA AVE. STA. 8+25.92 TO STA. 10+40.82 N. T. S. 53 E XI S I . AG & MEDIAN EXIST. AC I (TO REMAIN) (TO REMAIN) VARIESVARIES 2.5%-6.4% 8�;) 1.7%- 3.2% 15 VARIES 11� 7%--3.2% PROPOSED PLANTER PER SITE PLAN 0 W 2 0 F-- 7' a f---- 7 51 SEPARATE INSTRUMENT ef� PROPOSED PLANTER PER SITE PLAN X w 6 d = 2't VERIFY IN FIELD EXIST. 6" MARYGOLD MUTUAL W.L. (PROTECT IN PLACE) d T VALLEY BLVD. STA. 750+00 TO STA. 752+20 N.T.S. IMPORTANT NOTICIE Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued 'aefore a "Permit to Excavate" v`'ill be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL FREE 1-8o0-422-4133 Two working days before you dig ,,rte � INTERSECTION VALLEY BLVD. STA. 750+00 = SIERRA AVE. STA. 10+40.82' J. VICINITY MAP. Q W Cn N. T. S. 0 (V L0 r\ 0 VALLEY c"r A o . 11 Ac LEGEND TC TOP OF CURVE FL FLOW LINE AC ASPHALT CONCRETE BW BACK OF WALK FS FINISH SURFACE CF CURVE FACE N nc�acN u�a� B.M. No. 297, P.K. NAIL IN P.P. X1622.42, N.E. CORNER SIERRA AVE. & VALLEY BLVD. ELEVATION • 1122.99 BOULEVARD CHFFT irinFu fI•111IM61 DR #93-14/CUP #93-04 C O PLOTTED ON 06/ 24 /94 K:\TX\TX284A\STREETTS