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Home My WebLink About1815-1PLANS FOR THE IEMENT OFMPROV VALLEY BLVD., JUNIPER _AVE. AND SIERRA AVE... GENERAL NOTES0* __1 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS IN EFFECT AS OF THE APPROVAL DATE OF THESE PLANS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES ETC., SHOWN OR NOT SHOWN ON THESE PLANS 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 AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. 6. ALL STATIONING IS ALONG STREET CENTERLINE. 7. AN INSPECTION IS TO BE CALLED FOR THROUGH THE CITY OF FONTANA AT LEAST "24" HOURS PRIOR TO THE START OF WORK (714) 350-7610. 8. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS IMMEDIATELY. 9. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED, APPROVED AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED TO BY THE SOILS ENGINEER PRIOR TO ANY PAVING. 10. THE ENGINEER SHALL CHECK-OUT ORIGINAL PLANS AND TRANSFER "AS -BUILT" PLAN BEFORE CITY ACCEPTANCE OF THE IMPROVEMENTS. 11. EXISTING TREES SHALL BE REMOVED ONLY IF SO DESIGNATED. THOSE TREES NOT INTERFERING WITH CONSTRUCTION SHALL BE PROTECTED IN PLACE. 12. STORM DRAIN LENGTHS AND FLOW LINE ELEVATIONS ARE COMPUTED TO INSIDE FACE OF BOX, UNLESS SHOWN OTHERWISE. 13. ALL MANHOLE FRAMES AND COVERS ARE TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING, THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISH GRADE. NOTICE TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE. PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES' TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER -UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE FOLLOWING COMPANIES HAVE AN INTEREST IN THE EXISTING FACILITIES WITHIN THE LIMITS OF THE PROJECT: CITY OF FONTANA ENGINEERING SERVICES DEPT. 8353 SIERRA AVENUE FONTANA, CA 92335 (714) 350-7610 SOUTHERN CALIFORNIA EDISON 300 N. PEPPER AVENUE P.O. BOX 788 RIALTO, CA 92376 (714) 820-5483 FONTANA WATER CO. 8440 NUEVO AVENUE FONTANA, CA 92335 (714) 822-2201 FONTANA UNION WATER CO. 16779 SPRING STREET FONTANA, CA 92335 (714) 822-2209 UNDERGROUND ALERT 1-800-422-4133 PACIFIC BELL 3073 ADAMS ST. RM 120 RIVERSIDE, CA 92509 (714) 359-2524 SOUTHERN CALIFORNIA GAS CO. 16231 VALLEY BOULEVARD FONTANA, CA 92335 (714) 829-4935 COMCAST 8561 NUEVO AVENUE FONTANA, CA 92335 •(714) 350-2344 IN THE CITY OF FONTANA. CONSTRUCTION NOTES: CITY OF FONTANA NO. ITEM STANDARD DRWG. NO. 1 NEW PAVEMENT 60 8'X3.5' BOX CULVERT DETAILS, SHEET 11 t 22--A.C. PAVING OVERLAY (6D1 PIPE BEDDING DETAIL, SHEET 13 3 TRENCH RESURFACING 62 CALTRANS TYPE "A" WINGWALLS & a4 --8" CURB & GUTTER 101, SHEET 14, CONCRETE APRON TIED TO EXISTING DETAIL, SHEET 11 DETAIL SHEET 2 CONCRETE CHANNEL -(D-811 MEDIAN 10111 SHEET 14, 63 REMOVE 132 SF EXISTING CONCRETE CHANNEL DETAIL SHEET 2 64 CURB INLET DETAIL, SHEET 14 a6---6" AC DIKE DETAIL, SHEET 2 65 CONSTRUCT RECTANGULAR CHANNEL FROM 7 5" PCC SIDEWALK 105-A HEADWALL TO CALTRANS CHANNEL DETAILS, SHEET 12 08--8" MEDIAN ON EXISTING PVMT DETAIL, SHEET 2 67 REMOVE 1,200 SF EXISTING CONCRETE CHANNEL RAMPED CURB RETURN 104-A & SHEET 14 6$ STRAIGHT HEADWALL DETAIL, SHEET 12 a9-6 210 MODIFIED RAMPED CURB RETURN DETAIL, SHEET 2 9 CONCRETE LUG DETAIL, SHEET 14 11 -COMMERCIAL DRIVEWAY ' 102-B & SHEET 14 70 CROSS GUTTER 104, SHEET 14 12 COMMERCIAL DRIVEWAY 102-C & SHEET 14 71 EXISTING STORM DRAIN 13 SURVEY MONUMENTS, ADJUST TO GRADE 72 EXISTING SANITARY SEWER MAIN 14 RELOCATE EXISTING STREET NAME SIGN 73 EXISTING WATER MAIN BEHIND CURB/DIKE & OUTSIDE OF SIDEWALK74 SEWER ENCASEMENT DETAIL, SHEET 8 , WHERE R/W PERMITS 75 ROLLED CURB & GUTTER 101, SHEET 14 15 REMOVE EXISTING SIGNAL & TRAFFIC 76 PAVEMENT STRUCTURE TO BE CONTROL BOXES, RECONSTRUCT PER SIGNAL DETERMINED BY SOILS TESTING PLANS, SHEET 77 MOVE EXISTING 12'1 PLASTIC VENTS (SCE) 16 RELOCATE EXISTING TRAFFIC CONTROL BOX BEHIND CURB & OUTSIDE OF SIDEWALK, WHERE R/W PERMITS ENGINEER'S STATEMENT 17 REMOVE EXISTING STREET LIGHT OR PRIVATE POLE LIGHT THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR WARNING: EXISTING PAVEMENT MAY BE UNDERLAID BY CONCRETE, TO 18 NEW STREET LIGHT ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. BE VERIFIED BY SOILS ENGINEER PRIOR TO 19 SAWCUT & REMOVE EXISTING�PAVEMENT IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION CONSTRUCTION. 20 SAWCUT & REMOVE BY GRINDING EXISTING PAVEMENT AS REQUIRED TO PROVIDE A THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN MINIMUM 1" OVERLAY ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY 21 REMOVE EXISTING CURB, GUTTER, SIDEWALK, THE CITY. & DRIVEWAYS WITHIN RIGHT-OF-WAY THE PRIVATE ENGINEER IS NOT RESPONSIBLE FOR ANY CHANGES MADE 22 REMOVE EXISTING PLANTER WITHIN DURING THE CONSTRUCTION PHASE WITHOUT PRIOR APPROVAL FROM R IGH.T-OF-WAY THE PRIVATE ENGINEER. 23 RELOCATE EXISTING TRAFFIC SIGN BEHIND CURB/DIKE & OUTSIDE OF SIDEWALK, WHERE R/W PERMITS 24 REMOVE EXISTING SIGN 25 EXISTING POWER POLE & OVERHEAD LINES TO BE RELOCATED BY OTHERS 26 EXISTING TELEPHONE BOOTHS:TO BE RELO- CATED BY OTHERS 27 EXISTING TELEPHONE RISER BOX TO BE RE- LOCATED BY OTHERS LEGEND. EXISTING POWER POLE & OVERHEAD LINESSYMBOL. TO BE UNDERGROUNDED BY OTHERS 29EXISTING TREES TO BE REMOVED NEW PAVEMENT 30 EXISTING MAIL BOX TO BE REMOVEDREMOVE & REPLACE EXISTING PAVEMENT 31 EXISTING MAIL BOX TO BE RELOCATED BE- HIND CURB/DIKE & OUTSIDE OF SIDEWALK AREA, ROSEMARY Lu ARYGOLD WHERE R/W PERMITS A.C. OVERLAY ON EXISTING PAVEMENT WW 32 EXISTING DRIVEWAY TO BE REMOVED 1p 2 a 33 EXISTING DRIVEWAY TO BE RECONSTRUCTED CONSTRUCTION NOTES j� S/ TE 34 EXISTING FENCE WITHIN RIGHT-OF-WAY TO W a HORIZONTAL CURB DATA Q w BE REMOVED >. 35 4" SEWER FORCE MAIN, CLASS 100 PVC HORIZONTAL STORM DRAIN DATA � VALLEY BLVD, (GREEN PIPE) NN 36 48" MANHOLE 112 & DETAIL, SHEET HORIZONTAL MEANDERING SIDEWALK DATA <9>� N 7 & 12 uj 37 8" VCP SEWER 0: w HORIZONTAL SEWER DATA ,{... Q n. z in 38 6" PVC SEWER LATERAL " -- 39 ADJUST EXISTING SEWER MANHOLE OR CLEAN- v OUT TO GRADE FLOW LINE 40 RELOCATE EXISTING FIRE HYDRANT BEHIND 10 CURB/DIKE & OUTSIDE OF SIDEWALK AREA TOP OF BERM TD, 41 ADJUST EXISTING WATER VALVE TO GRADE 42 RELOCATE EXISTING WATER METER BEHIND CURB/DIKE 43 REMOVE EXISTING WATER METER, CAP LATERAL VICINITY M E�_EXISTING UTILITY VAULT TO BE RELOCATED BY OTHERS BENCHMARK. 45 EXISTING STREET LIGHT TO BE RELOCATED N.T.S. BEHIND CURB/DIKE, OUTSIDE OF SIDEWALK AREA, HOLE ON TOP OF NWHW AT JUNIPER AVE. & VALLEY BOULEVARD WHERE R/W PERMITS ELEVATION: 1118.81 46 EXISTING SPRINKLER CONTROL BOX & SPRINKLERS TO BE REMOVED WITHIN RIGHT-OF-WAY _ �4 FEss oy��. 47 EXISTING GAS METER TO BE ADJUSTED TO GRADE 48 EXISTING TELEPHONE RISER BOX TO REMAIN ` ` NBS/L0WRY 49 TYPE "B-1" CURB INLET STRUCTURE DETAIL, SHEET 15 � FYG' @50 LOCAL DEPRESSION DETAIL, SHEET 15 Q 337 9 `' RECORD DRAWINGS _ 14,77"7 51 18„ RCP (1350-D) 52 4 8” RCP P ( 13 5 0— D) 1* Information Obtained From ' Client's Records 53 ADJUST . EXIST I NG STRUCTURE COVER TO GRADE 1p� 5 4 REMOVE EXIST CURB INLET OF C 0 NBS's Records Contractor's Records ._� RRA Date // / 90 55 PIPE COLLAR DETAIL, SHEET 12 6y 56 MANHOLE No. 2 DETAIL, SHEET 13 57 REMOVE EXISTING HEADWALL 58 JUNCTION STRUCTURE 122, SHEET 14^�/�o S TAL CITY OF FONTANA, CALIFORNIA 59 4'X3.5' BOX CULVERT DETAILS, SHEET 11 F7 I I I ENGINEERS S, PLANNERS rtTIMN Zn t2 TA I1TPjCt rI"IMA1'fT1t111171TT i