The URL can be used to link to this page

Home My WebLink About5165-1GENERAL NOTES 1. ALL WORK SHALL BE /N ACCORDANCE W/Tf/ THESE PLANS, THE CITY OF FONTANA STANLb4RD PLANS, THE CONTR4CT PROMS/ONS AND THE STANDARD SPECIRC477ON FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOKS. ALL REFERENCE SPECIR0477ONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERW/SE NOTED, 2. WHEN A TECHNICAL CONFLICT /S FOUND TO EX/ST /N THE CONTR4CT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROMS/ONS IN THE "GREEN BOOK; THE CONTRACTOR SMLL IMUED14TELY REPORT SAND CONFLICT TO THE CITY ENG/NEER FOR RESOLUTION. J. ALL MATER14LS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENG/NEER. 4. CONSTRUCTION PERMITS SHALL BE OBTANNED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENG/NEER/NG DMSION PRIOR THE START OF ANY WORK. INSPEC77ON COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN 7w CITY UM/T5 CALL (909) 350-7610. 5. THE COMR4CTOR SHALL CONFORM TO ALL DUMC CONTROL POLICIES; METHODS AND PROCEDURES DESCRIBED IN THE STALE OF C IFORN14 MWU& OF TRAFFIC CONTROLS, LA MST NON -METRIC LD/MLON UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SH4LL BE 771E RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARR/C4DES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 771E CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXC4VA770N OR TRENCH WORK FOR 7R67VCHES 5 FEET OR GREATER /N DEPTH FROM THE C IFORN14 STATE DMS/ON OF INDUSTRAL S4FEIY. 8. THE WALLS AND FACES OF ALL EXC4VA77ONS GREATER MW FIVE (5) FEET IN DEPTH SMLL BE GUARDED BY SHORING, SLOPING OF 171E GROUND OR OTHER APPROVED MEANS PURSUANT M THE REQU/REUEN7S OF THE DMS/ON OF INDUSIN14L S4FEIY OF 171E STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET Sfi4LL ALSO BE GUARDED WHEN THE POTBM4L EXISTS FOR GROUND MOVEMB9.. 9. NO MAIERAL OR EQUIPMENT SH4LL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR 771A PURPOSE. 10. TF/E LOC477ONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVANLABLE INFORMATION, HOWEVER, /T SHALL BE THE RES'PONS/B/LIIY OF 171E CONTRACTOR TO DETERMINE, IN THE REZD, 171E TRUE LOC477ON AND ELEVATION OF ANY EY/STING UTILITIES; AND TO EXERCISE PROPER PREC4UPON TO AVOID "OF THERETO. THE CONTRACTOR S60LL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BLTORE EXC4VATION. 11. THE CONTRACTOR SHALL COORDINATE CONSIRUC77ON WITH ALL UTTL/TY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTR/C, C48LE TELEVIS/ON, LANDSC4P/NG, LAN9SC4PE /RR/GA7TON, DOMESTIC WA7FR, RECLAIMED WATER, SEWER, STORM DRAIN, FZOOD CONTROL AND 04L TRANS. ALL U77LI7Y COMPANIES ShALL BE GIVEN 7WO WORK/NG DAYS N077CE PRIOR TO WORK AROUND 1HER FAC/L/77ES. 12. 771E CONTRACTOR SMU NOT OPDATE ANY ARE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPR147E AGENCY AUTHOR/ZAT/ON. CONTRACTOR SMU COORDINATE W/7H THE APPROPRI47F WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STA770NING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SH&L BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SH&L BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND COAISNUC77ON CONTROL STAKING DURING CONS7ROC770N. 16. THE CONTRACTOR SHALL NOT D/S7URB LXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS WITHOUT PRIOR NO77RC477ON TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS. MONUMENT TIES AND BENCH MARKS. STALL BE DONE BY A R057TRED CML ENGINEER OR LICD6ED LAND SURVEYOR. SURVEY MONUMENTS 77AT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL N017FY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO PAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMDVT. 18. 171E COM94CTOR STALL AWNTAIN ACCESS FOR LOCAL RESIDENTS AND BUS/NESSE5 AT ALL 77MES. A MINIMUM 12 f00T LANE SHALL BE MAINTAINED AT ALL TIME IN 171E CONS7RUCR70N AREA FOR RESIDEMS AND EMERGENCY VEHICLES 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN =C77 VE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIME. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VEZOCIT/ES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR Sf ALL NOT C4USE ANY EXC4VATE0 MALZrRIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADLACENT TO 171E RIGHT OF WAY DURING CONS7RUCR70N WITHOUT PR/OR WRITTEN APPROVAL 22. NO 7RE7VCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE C/7Y INSPECTOR. 23. A GEOTECHNICAL ENGINEER Sh ALL CERTIFY ALL BACKFILL COMPAC7LON. FAILURE TO OBTAIN THE REQUIRED DENSITY SH&L REQUIRE RE -WORKING OF THE ThAT PORTION OF THE WORK UNTIL THE SPEC/RED DENS17Y /S OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET /MPR0VEMEN75. UPON INSPEC77ON OF THE SITE, THE CITY ENGINEER MAY REQUIRE 7ZMPORARY NON-ERODE48LE SWALES ENTERING OR LEAVING /MPROVEMEN7S. CITYOFFONTANA MAPLEA VENUE & SE VIL L E A VENUE SIDEWALKIMPROVEMENTPLAN 34. UPON COMPLEPON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARR/C40ES, AND OTHER 7R4Ff1C CONTROL DEVICES TO THE .SATISFACTION OF THE CITY TRAFFIC E7VG1NLTR. J5. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDS04P/NG, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE S477SFAC77ON OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SH4LL BE PROVIDED BY THE CONM4CMR TO 171E ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. oin� BEFORE pn��e�czE VOII DIG xaurnee 1EOR22]-2600 A � DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG -- You DIG 2-26 OWWWWA TOLL FREE t� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH DATE aat. an ons STANDARDS IN EFFECT. O'??,a sS/pN9 � P• �S � WZ <om ce- No. C78044 ;:0 CIVIL OF CALF Prepared Under The Supervision Of Date : %1711i;1 NOEL A. CASTILLO R.C.E. C78044 o� THE LOCUST AVE o� i - jet �!~ f �• � � r _ QUANT/T/ES 25. 7N£ F7A/AL LOCATION AND WIDTH OF ORNfWAY APPRQ4CH APRONS S/iALL BE APPROVED AT 7NE T/ME OF CONSIRUCTKJN AND SMLL LEGEND -CONSTRUCTIONNOTES CONFORM TO 7NE CITY OF fONTMl4 STANLd4R0 DEfA/LS Opp 01 CONSTRUCT 4' CONCRETE SIDEWALK PER C/lY OF FONTAIIGt S1D PLAN NO 1006 (W=49 .i72 SF 26. ALL IXPOSED CONCRETE SURFACES S6l4LL CONFORM IN GR40Q COLOR AND f7N/SH TO AfATCH IX/S17NG CONCRETE. < �' � .; • PROPOSED SIDEWALK20 CONSTRUCT M0/f7ED CURB RETURN ACCESS RAMP PER C/IY OF fONTANA STD PLAN NO 1004 1 LS 27. 7N£ SEWER COMR4CTOR S/fALL STAMP AN 'S' /N THE FACE OF 771E CURB AT THE LOG977ON OF THE SEWER LATERAL R/W RIGHT OF WAY 3O REMOVE IX/S71NG TREE 1 EA 4Q RELOG47E IX/S71NG FIRE HYDRANT (AS NEEDED) 1 LS 1B. NO CONCRETE SMLL BE PLACED UN77L THE FORMS AND REINFORCING SIFEL HAVE BEEN PLACED, /NSPECTFD AND APPROVED. CdrG CURB AND G!/TIFR Q RELOG4IF IX/SANG STREET SIGN 1 E4 29. ALL UNDERGROUND UTIVTIES S6ALL BE INSTALLED, 7E57E0 AND APPROVED PR/OR TO PAVING OF S7REE75: 6Q A�L4TCH IX/SUNG SIDEWALK AND TRfWS/AON TO 4' WIDTH--- .i0. APPROVED SOIL S7FR/CANT /S REQU/Rm UND£R ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. �-- IX/ST/NG SIREEf SIGN 7 IX/ST/NG G4TCH B4S/N PROTECT /NPL4CE --- � IX/57/NG TREE Q X00/f1ED LANDSCAPE /RR/G4AON, LIGHTNING, AND/OR ANY ELECTR/G4L .SYT7ENS AS NEm£D f LS 31. PAI�EMENT S7RUC1UR4L SECTIONS SHOWN ARE MIN/MUM AND SUBJECT TO RENS/ON AND APPROVAL Of IF/E C/7Y ENG/NEER AS DETERA!/NED BY SOIL 7ES75 TAKEN AFTER COMPI.EAON OF ROUGH GRADING. 9 REMOVE IX/SANG CONCRf1E CURB 30 LF EX/SDNG f/RE MDRfWT .32. ACTUAL THICKNESS OF AC. PAVEMENT AND/OR BAS£ COURSE dfATFRlAL FOR S7XUC7UR4L STREET SEC110NS SMLL BE RECOMMENDED BY A GE0IFCHN/04L REPORT AND SUBM/17F0 TO 7Fl£ C/IY OF FONTANA FOR APPROVAL UPON COMPLEJJON Of ROUGH GRADING. 33. ALL ASM/HOLES, CLEANOUT FRAMES, COVERS AND SALVE BOXES S/A[.L BE hZ4/Sm TO RN/SHED GRADE BY THE PAl9N6 COMR40OR UPON COMPLETION OF PAVING. 34. UPON COMPLEPON OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARR/C40ES, AND OTHER 7R4Ff1C CONTROL DEVICES TO THE .SATISFACTION OF THE CITY TRAFFIC E7VG1NLTR. J5. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDS04P/NG, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE S477SFAC77ON OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SH4LL BE PROVIDED BY THE CONM4CMR TO 171E ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. oin� BEFORE pn��e�czE VOII DIG xaurnee 1EOR22]-2600 A � DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG -- You DIG 2-26 OWWWWA TOLL FREE t� 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CIN ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH DATE aat. an ons STANDARDS IN EFFECT. O'??,a sS/pN9 � P• �S � WZ <om ce- No. C78044 ;:0 CIVIL OF CALF Prepared Under The Supervision Of Date : %1711i;1 NOEL A. CASTILLO R.C.E. C78044 o� THE LOCUST AVE o� i - jet �!~ f �• � � r _ AVE PRCQE-CT LOCATION LINDEN AVE VICINITY MAP NOT TO SCALE CITY 0 F FONTANA, CALIFORNIA SIDEWALK IMPROVEMENT PLAN DMWN Ac MAPLE AVENUE & SHOWN DESIGNED BY: SEVILLE AVENUE DATE: AC SIDEWALK IM ROV ENT PLAN 9/10/14 CHECKED BY: APPROVED DRAWING NO.: 1 DATE: ty'l . ,�, 7 5165 CAUsers\2792AC\Desktop\Seville and Maple Sidewalk Improvement\Sheet 1.dwg Sep 17.14-11:30am O r� Opp MAPLE o AVE PRCQE-CT LOCATION LINDEN AVE VICINITY MAP NOT TO SCALE CITY 0 F FONTANA, CALIFORNIA SIDEWALK IMPROVEMENT PLAN DMWN Ac MAPLE AVENUE & SHOWN DESIGNED BY: SEVILLE AVENUE DATE: AC SIDEWALK IM ROV ENT PLAN 9/10/14 CHECKED BY: APPROVED DRAWING NO.: 1 DATE: ty'l . ,�, 7 5165 CAUsers\2792AC\Desktop\Seville and Maple Sidewalk Improvement\Sheet 1.dwg Sep 17.14-11:30am