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Home My WebLink About2063-2k 1'e- I -v -j 0 1 796+20 / I 0 m 3:, 0 Of ry < LEGEND 0.10' MINIMUM A.C. OVERLAY TO FORM SMOOTH SURFACE REMOVE & REPLACE A.C. S C A L E 1 20' 6 0 CRISS AVE* JOIN 795+66.96 B.C.R. 0.5' 4.0' 2. 0 , A.C. SEE CITY DWG. No. 438 OVERLAY --zr7,zl TTpvkeT EXIST PCC REMOVE EXIST. EXIST. PVM'T SIDEWALK & CONST NEW 4" C.M.B. 1' WIDE "A.C. 01) > CURB & GUTTER PAVEMENT - < ry CRISS AVE* TYPICAL SECTION 90-7ST Plan and Profile Sheet G.M. Jr. (213) 699-8440 2 g ............................. cvp1\4z� 7bc� REMOVE EXIST. DRIVE APRON . ............... R= 5' CONSTRUCTION NOTES QUANTITIES CONSTRUCT CONCRETE SIDEWALK PER CITY STDS. 4' WIDE SEVILLE I AVE. 0 z ry DORSEY \vICINITY MAP NOT TO SCALE SMET IMPROVEMENT PLANS GENOM 140TES 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 CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTE. 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 STGREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT A140 SUBMITTED TO THE CITY Of FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTUR-AL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GWING. S. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND WALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEERING MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAYING OF THE STREETS. - 10. ADEQUATE STAKES SHALL BE SET BY T`HE 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 BETHE CONTRACTORS 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 GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6' BELOW FIN15HED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFfER COMPLETION OF PAVING. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 15. THE CONTRACTOR($) SHALL COORDINATE CONSTRUCT16H WITHALL 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 IHMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFOCT 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 11TILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE.PRIOR TO WORK AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO HE 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 COIfTRACTOR 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'5HAL L 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 50 THAT THE ENGINEER MAY INSTALL THE STREET CEWERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA.. ............................. 1 705 SQ. FT. REMOVE EXIST. DRIVE APRON . ............... . 2 PCS. REMOVE EXIST. CURB & GUTTER ................ 109.5 FT. SAWCUT & REMOVE EXIST. A.C. PAVEMENT ......... 460 SQ. FT. RELOCATE POWER POLE AND STREET LIGHT ......... 1 CONSTRUCT SIDEWALK DRAIN PER CITY STD. 124-A CASE 3, LENGTH = 13 ...................... 1 CONST. CONCRETE DRIVE APPROACH PER CITY STDS. No. 1020 WIDTH = 25.0 ..................... 1 CONSTRUCT 8" CURB & 18" GUTTER PER CITY STD. No. 101 . ............................. 103.0 FT. G) CONSTRUCT '- ' A.C. PAVEMENT ON 4" CRUSHED CLASS If AGGREAGATE BASE OVER 12" OF 95% COMPACTED NATIVE SOIL ..................... 460 SQ. FT. CONSTRUCT RAMPED CURB RETURN PER CITY STD. No. 104A .............................. 1 SEVILLE I AVE. 0 z ry DORSEY \vICINITY MAP NOT TO SCALE SMET IMPROVEMENT PLANS GENOM 140TES 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 CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTE. 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 STGREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT A140 SUBMITTED TO THE CITY Of FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTUR-AL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GWING. S. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND WALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEERING MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAYING OF THE STREETS. - 10. ADEQUATE STAKES SHALL BE SET BY T`HE 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 BETHE CONTRACTORS 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 GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6' BELOW FIN15HED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFfER COMPLETION OF PAVING. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 15. THE CONTRACTOR($) SHALL COORDINATE CONSTRUCT16H WITHALL 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 IHMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFOCT 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 11TILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE.PRIOR TO WORK AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO HE 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 COIfTRACTOR 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'5HAL L 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 50 THAT THE ENGINEER MAY INSTALL THE STREET CEWERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA..