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HomeMy WebLinkAbout2272-1STREET IMPROVEMENT PLANS GENERAL NOTES 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 CENTER LINES 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 THE STREETS. 10) ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 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 BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRAD 'E� 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 GRADE 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. 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 PLANED 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 BACK FILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. 23) ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24) BACK FILL 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. PAVING NOTES 1) THE CITY 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 PAVEMENT 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. NOTICE TO DEVELOPER CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. SN: 930407.1234 C: \ACAD\9215\9215 EXIST -GROUND • a -RW . . N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 w • M' COV• �– �tl. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ^Mins . r . 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SCALE i . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 =40' HORIZ.• . . . . . . . . 1 =4' • VERT. ..................................................................................................................................................... .................................................. .................................................................................................... .................................................. .................................................. .................................................................................................... . 8+00 9+00 10+00 11+00 12+00 13+00 14+00. 15+00 16+00 CONSTRUCTION NOTES QUANTITIES o+ NOTE: ALL STANDARDS ARE PER CITY OF FONTANA UNLESS OTHERWISE SPECIFIED. * REMOVAL AND INSTALLATION OF STREET LIGHTS TO BE DONE BY SOUTHERN CALIFORNIA EDISON COMPANY. ALL NEW STREET LIGHTS TO BE INSTALLED SHALL BE 9500 LUMEN HIGH PRESSURE PRESSURE SODIUM, COBRA HEAD CUTOFF ON A 6' MAST ARM AND 30' ORNAMENTAL POLE. PAVING LEGEND LLJ CONSTRUCT AC PAVEMENT REMOVE AC PAVEMENT ElCONSTRUCT PCC PAVEMENT ELEVATION DESCRIPTION LEDGEND TC O CONSTRUCT 8" CURB & GUTTER PER STD #101 292 LF FG O CONSTRUCT 4" THICK PCC SIDEWALK EXISTING GROUND 1168 SF (714) 944 0801 3� CONSTRUCT 6" THICK PCC DWY PER STD 102—C (7.5R) 424 SF GENERAL TELEPHONE ® CONSTRUCT 4.5" AC/6" CL 2 AB/12" NATIVE (95%) 5500 SF O CONSTRUCT SIDEWALK DRAIN PER STD 124—A (#3) 2 EA © INSTALL STREET LIGHT * 2 EA 07 REMOVE EXISTING STR LIGHT & LUMINAIRE ARM * 1 EA ® SAWCUT EXISTING AC PAVING—FEATHER ONTO EXISTING 317 LF 09 REMOVE EXISTING AC PAVING 3200 SF 10 RELOCATE EXIST POLE * 1 EA 11 CONSTRUCT REDWOOD HEADER 23 LF A 12 RE140 9 EXtS' G D1iRXWAY AMD SMALK DWt4 e� 13 CONSTRUCT PCC DRWEWAY wrm PARKWAY SIDEWALK PER CITY OF FONTANA STAIAPARO ?LAW * 1002. CONMUCT DISOME STRUCTURE PIR CIVY Of EM MA -STANIM PLAN 0mm 0 N W I D Z O w w APN 191-181-27 MOD N O o �- o - - II z EXIST 8" CURB & GUTTERS 0400 8+00 12 o+ NOTE: ALL STANDARDS ARE PER CITY OF FONTANA UNLESS OTHERWISE SPECIFIED. * REMOVAL AND INSTALLATION OF STREET LIGHTS TO BE DONE BY SOUTHERN CALIFORNIA EDISON COMPANY. ALL NEW STREET LIGHTS TO BE INSTALLED SHALL BE 9500 LUMEN HIGH PRESSURE PRESSURE SODIUM, COBRA HEAD CUTOFF ON A 6' MAST ARM AND 30' ORNAMENTAL POLE. PAVING LEGEND LLJ CONSTRUCT AC PAVEMENT REMOVE AC PAVEMENT ElCONSTRUCT PCC PAVEMENT ELEVATION DESCRIPTION LEDGEND TC TOP OF CURB FL FLOW LINE FS FINISH SURFACDE FG FINISH GROUND EG EXISTING GROUND GB GRADE BREAK UTILITY NOTIFICATIONS DIG ALERT (800) 422-4133 WATER: FONTANA WATER COMPANYY 8 4, (714) 822-2201 SEWER: CITY OF FONTANA (714) 350-7640 POWER: SOUTHERN CALIFORNIA EDISON COMPANY (714) 944 0801 GAS: SOUTHERN CALIFORNIA GAS COMPANY (714) 335-7726 TELEPHONE: GENERAL TELEPHONE (714) 793-1804 PACIFIC BELL (714) 359-5639 i _i_ GI- �2 rn N .- \6'x " 8 CERES AVENUE`� w EXIST 6 CURB 9 4 `� 8cl o Q -& GUTTER N �+ EXIST 6 CURB &GUTTER 0 VICINITY MAP NOT TO SCALE ORANGE WY AT&SF RR la CERES AVE U MERRILL AVE/Q` � Al u HALMBACHER N0. 42208 Exp. 3/31/96 CIVIL EXIST CURB IS SUBSTANDARD AT TRANSITION AT JOIN & CONSTRUCT 8" CURB & GUTTER 6NLY R/W R/W 32' 32' 12' 89, 12' 12' 8' 12' 4' 4 11't 8 4, 1 EXISTING IMPROVEMENTS 2% 3-6% 2 9 CERES AVENUE NOT TO SCALE O L w w ; Z, M .9.5' O w I �O 00 ' z FUTURE 8" CURB + -- U & GUTTER In m 12vo__b-\ •�� - - 15+00 X23 - D — X23- Fp 23, 2J • �� '�S S\'�S EXIST 6" CURB F ° & GUTTER z Q2`,9S�A .V �J��cl J `