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Home My WebLink About4956-122 NO TRENCH BACA1(f -ILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL 34CKFILL COMPACTION. FAILURE TO OBTAIN THE REWIRED DENSITY SHALL REWIRE RE -WORKING OF THE THAT PORTION OF THE WORK UNTIL. THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BF TAKEN TO PR ENT GRADES, DITCHES, AND SALES FROM UNDERMINING STREET IMPROVEMENTS. UPON I INSPECTION OF THE SITE, THE CITY ENGINEER MAY REWIRE TEMPORARY NON-STO0518LE SWALES 51/7FRING OR LEAVING IMPROVEMENTS 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BF APPROVED AT THE TIME Ori' ONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26 ALL EXPOSED CONCR0F SURFACES SHALL CONFORU IN GRADE, COLOR AND FINISH TO HATCH EXISTING CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN *'�`" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28 NO CONCRfTE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STRESS: 30 APPROVED SOIL STERILANT IS REWIRED UNDER ALL Nf W ASPHALT PAVEMENT PRIOR TO )cLACEMENT J1. PAVEUENT STRUCTURAL Sf-CTIONS SHOWN ARE UINIUUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DE7FRU,1NED BY SOIL TESTS TAKEN AFTER' COUPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A C, R4,VEUENT ANDIOR 8ASE COURSE UA TERIAL FOR STRUCTURAL .STREET SECTIONS SHALL BE RECOMU,SNDED BY A GEOTECHNICAL REPORT AND SU8U,17TED TO THE CITY' OF FONTANA FOR APPROVAL UPON CQIMPLf TION OF ROUGH GRADING. 33. ALL UANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BORE SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING 34. UPON COUPLETION OF CONSTRUCTION, CON-TRAACTOR SHALL RES -TORE ALL ,SIGNING' STRZPING, 8ARRICARES, AND OTHER TiAFFIC CONTROL Df VICES TO THE SA TISFACTION OF THE CITY TRAFFIC ENGINEER. 35 CONTRACTOR SHALL RELOCATE AND OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS Af?TC7FD BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY" ENGINEER 36. AS -BUILT DRAWINGS SHALL HE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROWDE RECORD DRAWINGS TO THE C17Y ENGINEER. mm I 1- 10 . . ..... ... .... I .. .... ...... . .. .. .. fx1sT C&G J 5 EXIST POLf PROP Ts SEE DWG NO 4957 EXIST 4 SIDEWALK ,cl r-vic,-r 1--n PROP Rlw CONSTRUCTIO/1�NOTES QUANT/T�ES O1 CONSTRUCT MODIFIED CURS RETURN ACCESS RAMP PER CITY OF f -ONTANA STD PLAN NO 1004 MODIFY STD TO FIT FIELD CONDTION. SEE DETAIL W HEREON. 385 SF 2Q INSTALL TRUNCATED DOMES INTO EXISTING HANOICAP RAMP PER CITY OF FONTANA STD PLAN NO 1004 J EA O3 Rf -MOVE EXISTING STOP SIGN PER SIGNING AND STRIPING PLAN --- S4WCUT AND fiSYOVf - EXISTING SIDEWALK, CURB & GUTTER AS NECESSARY TO CONSTRUCT PROPOSED ACCESS RAMP. SEE CONSTRUCTION NOTE /I 385 SF Q5 PROTECT IN PLACE MODIFY LANDSCAPE IRRIGATION, LIGHTING, AND/OR ANY ELECTRICAL SYSTEM AS NEEDED I LS O7 CONSTRUCT 4" CONCRETE SIDEWALK AS NEEDED. 101N EXISTING SIDEWALK 200 SF 8O REMOTE - EXISTING TREE I EA Q9 GRIND AND REMOTE EXISTING RAMP LIP AT FLOW LINE J EA K2-2 �-2 �11 Rf-UOVf- EISTING hYPROV51VENTS APROPOSf A D SILT ALIS' --- -------- -- --- E. 'ISTING SIDEWALK ....... ............ . .... ....... ... .. .. PROPOSED RIGHT OF WA Y RETAINING CUR AT EXIST FENCE HT OF WAY EXISTING RIG ...... .. AC OF BALK' . . EXISTING WATER LINE EXISTING SEWER LINE ..... ....... EXISTING OVERHEAD LINE PROPOSED SLOCK WALL .... .. ..... .. .. .. .. ..... .. ....... .... . ... EXISTING BLOCK WALL Rlw RIGHT OF WAY FAMA warly/awosm ST STREET FH FIRE HYDRANT LUM LUMINAIRE At""'Al A /-"",7 EXISTING STREET SIGN Q 8 61LI'll", 0 EXISTING POWER POLE WILUMINAIRE 62 0 �2 '0 '71 0 0 0 6 0 00 00 0 00 0 0 0 0 0 00 4 4 All, 2 21 0 0 0 0 0 0 0 00,0 0 CONSTRUCTIO/1�NOTES QUANT/T�ES O1 CONSTRUCT MODIFIED CURS RETURN ACCESS RAMP PER CITY OF f -ONTANA STD PLAN NO 1004 MODIFY STD TO FIT FIELD CONDTION. SEE DETAIL W HEREON. 385 SF 2Q INSTALL TRUNCATED DOMES INTO EXISTING HANOICAP RAMP PER CITY OF FONTANA STD PLAN NO 1004 J EA O3 Rf -MOVE EXISTING STOP SIGN PER SIGNING AND STRIPING PLAN --- S4WCUT AND fiSYOVf - EXISTING SIDEWALK, CURB & GUTTER AS NECESSARY TO CONSTRUCT PROPOSED ACCESS RAMP. SEE CONSTRUCTION NOTE /I 385 SF Q5 PROTECT IN PLACE MODIFY LANDSCAPE IRRIGATION, LIGHTING, AND/OR ANY ELECTRICAL SYSTEM AS NEEDED I LS O7 CONSTRUCT 4" CONCRETE SIDEWALK AS NEEDED. 101N EXISTING SIDEWALK 200 SF 8O REMOTE - EXISTING TREE I EA Q9 GRIND AND REMOTE EXISTING RAMP LIP AT FLOW LINE J EA EXIST C&G ............. . f;(IST RIW ""A 1,11,2'a l'l4e;2lZ 16 4 K2-2 �-2 �11 Rf-UOVf- EISTING hYPROV51VENTS APROPOSf A D SILT ALIS' --- -------- -- --- E. 'ISTING SIDEWALK PROPOSED RIGHT OF WA Y RETAINING CUR AT EXIST FENCE HT OF WAY EXISTING RIG ...... .. AC OF BALK' . . EXISTING WATER LINE EXISTING SEWER LINE ..... ....... EXISTING OVERHEAD LINE PROPOSED SLOCK WALL EXISTING BLOCK WALL Rlw RIGHT OF WAY FAMA warly/awosm ST STREET FH FIRE HYDRANT LUM EXIST C&G ............. . f;(IST RIW ""A 1,11,2'a l'l4e;2lZ 16 4 K2-2 �-2 �11 Rf-UOVf- EISTING hYPROV51VENTS APROPOSf A D SILT ALIS' --- -------- -- --- E. 'ISTING SIDEWALK PROPOSED RIGHT OF WA Y RETAINING CUR AT EXIST FENCE HT OF WAY EXISTING RIG ...... .. AC OF BALK' . . EXISTING WATER LINE EXISTING SEWER LINE ..... ....... EXISTING OVERHEAD LINE PROPOSED SLOCK WALL EXISTING BLOCK WALL Rlw RIGHT OF WAY 8 MIN CURB AND GUTTER ST STREET FH FIRE HYDRANT LUM LUMINAIRE EXISTING POWER POLE EXISTING STREET SIGN EXISTING TREE TO REMAIN 4 �AX EXISTING POWER POLE WILUMINAIRE 0 0 0 0 6 0 00 00 0 00 0 0 0 0 0 00 4 4 All, 0 0 0 0 0 0 0 00,0 0 4 0 4 4 DETAIL A SCALE - 1 5 9 Zrll LEG K2-2 �-2 �11 Rf-UOVf- EISTING hYPROV51VENTS APROPOSf A D SILT ALIS' --- -------- -- --- E. 'ISTING SIDEWALK PROPOSED RIGHT OF WA Y HT OF WAY EXISTING RIG EXISTING GAS LINE EXISTING WATER LINE EXISTING SEWER LINE EXISTING OVERHEAD LINE PROPOSED SLOCK WALL EXISTING BLOCK WALL Rlw RIGHT OF WAY C&G CURB AND GUTTER ST STREET FH FIRE HYDRANT LUM LUMINAIRE EXISTING POWER POLE EXISTING STREET SIGN EXISTING TREE TO REMAIN EXISTING POWER POLE WILUMINAIRE SCALE- 1;'=20 I S -\DESIGN SECTION\CIP IMPROVEMENTS\SAN BERNARDINO AND PALMETTO\SREET l.ciwg jut 03, 12 — 9-51am