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HomeMy WebLinkAbout4743-116770 IVY AVE--. APN 019113161 PROPOSED DRIVEWAY W a a a CLO 16780 IVY AVE. APN 019113162 ff PROPOSED DRIVEWAY EXIST SIDEWALK / V •4 . 41 _ �� �r r.r... .rte• w.�.. u•�� -� . - - C EXIST�JlND - -- ---�- GUTTER �' \, '~ EXIST. PP ANCHOR (PROTECT IN PLACE) AMINE EXIST DRIVEWAY �~�--._�', EXIST PP &POACH AND APRON (PROTECT IN PLACE) IVY AVE. SCALE 1'= 10' t w • W t i 36 AS -MMT DIANA * sa" u FMAMIRfR ry 7n COIFPRACTm ?O TI! BNQRlMMR QF 0000M, WHO STALL F1IEIVIOI iNbcom MA t _ `P0 TBS CITY IMIMI MML - * y REV. DESCRIPTION DATE ENGR. CITY DATE ' SHOULD CONSTRUCTION OF THE REQUIRED �ftsslc `� NOT COMMENCE WITHIN r.�^;•:�-D�Y��; DIG ALERT _ _ __ TWO YEARS OF ' TWO YEARS OF THE DATE OF APPROVAL v% :J ���,y�\ DIAL TOLL FREE TWO WORKING _ ; ►S SHOWN HEREON AND CARRIED FORTH DAYS BFORE YOU DIG IN A DILIGENT MANNER, THE CITY 1-800-422-4133 - "� -" ENGINEER MAY REQUIRE REVISIONS TO ; �X1'' I Res �; DONALD D. DONOVAN R.C.E. NO. 32969 _. .....- .._. _ ........... ___.._.._ _ .. _ . _ ..., __---- THE PLAN TO BRING THEM INTO CONFORM- �� �, C(V4�- " 5626 PERSIMMON AVE. TEMPLE CITY - ANCE WITH THE STANDARDS IN EFFECT. r4 f OF CA 91780 TEL 626-447-(593 CELL 562-846-4684 I W a a a 064 f i s PROP LINE CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA- STD. PLAN NO. 1001 SHTS I AND 2 USE EXIST CURB AND GUTTER FOR ALIGNMENT AND ELEVATION i • 9 • V,,,,Z� 11 IL i 1 r a CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT 'SCALE ~ ' 16770A 16780 IVY AVE. AS SHOWN G: TY ENGIN&R R.C.E. 51152 DATE: - A7AI f _-j . _ GENERAL NOTES 1 AX -L WORK SYALLM-IN AWiTBM;iStT- OF FONTANA STANDA2b.RhAN5, _ CONTRACT PROVMSONS AND TIME STANDARD SFlCIFICATLONS FOR PUBLIC WOOKS CONSTRiUCTION (-GREEN ' I BOOK-} ALL BEFETIENCt SPECIFICATIONS AND STANDARDS SHALL St THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECMNICAL CONFLICT N FOUND TO EXIST IN THt CONTRACT DOCUMENTS TMT CAN NOT BE RESOLVED BY RXIMNSHM TO PRLICEDENCt PIAVTSIOIiNS IN TIER "GREEN BOOK", TR! -CONTRACTOR SMALL D041 DIATELY RRPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENCJNNJ . 4 CONSTRtXrION POPPETS SMALL IN OBTAMiED FROM TSE CITY Of FONTANA COMMUNITY DEVELOPMENT I)SPARTMtNT, XI OGE433MWG DIYNKM MKIR TO TBR START OF ANY WOiR,IC. DMICPION COOMIIKATION SMALL BE R3QURSTEO AT LEAST TWO WOMIMG DAYS POM TO THE START OF ANY WOW IN PUBLIC RIGHT-OF-WAY WITNIN THR CITY L1MITL CALL (1 M86761t 5 THE CONTRACTOR SMALL CONFOM TO ALL TRAFFIC CONTROL POLICIES, METMODS AND PROCEDURES DESCRMIED IN TME STATE OF CALQ'ONNIA MANUAL OF TRAFfiC COIITROLS, LATEST NON4WMC EDITION UNIMS OTW M DSBRCTED BY Tat CITY TRAFFIC ZNGDHU91L 6 IT SMALL B; TOM 01 MMMLI fY OF TIER CONMACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER • TRAFFIC CONTROL. DEVICES AT ALL TERMS. 7 TMl CONTRACTOR M AU ONTAIN A PERMIT TO F!MlORM EXCAVATION OR TONXII WORK FOR TRENCHES S FEET OR GREATER IN Bill/ MROM TO CALIFORNIA STATE DIVIMM OF INDt4nTdAL SAFETY. 6 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (9) FLET IN DWM SHALL IM GUARDED BY SMOMNG, SLOPOG OF Ts GMWJM CIR OMMER APPROVED MiMAINS PURSUANT TO TBR KISwJIMMLfJPTS OF THE DIVTI W OF IIIDU&TRIAL SAPETY O TM STATE OF CALBIODIIA. TRONCHES LESS THAN FIVE (i) MET, SMALL - ALM BE GUARRRD Wei TOM IONWRAL Z� FITS GROUND 11dVPEiNT. 6 NO MATMI ML OR RQUOMME f WALL BE S'TORSO IN TME PUMLIC MUT OF WAY WITHOUT OWADNNG A SIPAMTE F!1!F PM 7% AT Ff 110 10 THE LOCATIOIM OF UTSIL I M SM0014 LAVE BERN DE MMM MOD PION AVAILAUZ 91POMMAT", ■owzwmk IT SMALL BE TM m IN IL rY OF TTM CON TRrbCT©R TO Bi?#MIIE, IN TIN 11" T» TIM LOCATION AND ELEVATION OF ANY EIIomm UTSITNS, AND TO EXERCISE PM�R PRICAbl ION TO AVW DAMAGE TMRETO. THE CONTRACTOR SMALL CONTACT UNDENGFAXIND MVICE ALMRT AT 1-00-227-2M TWO TIONIENG DAYS j BtFOtt EXCAVATION. 11 TSt CONTRACTOR SPELL COORDINATE WITS ALL UTILITY COMPANIES BIICLUD1NG, BUT NOT • LIMITED TO. GAS, TELENIMONI, tLLBCfRLC, CABLE TtLEVlMOK LANDSCAPING, LANBSCAFE EMOGATLON, DOMESTIC WATER, RECIARIND WAM SEWER, STOMM MAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SMALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND TIMM FACI.1'TIES• 12 THE CONTRACTOR SHALL. NOT OPERATE ANY I= HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHOIQLATTON. CONTRACTOR SMALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER AlQUIRZMZNTL 13 CURVE DATA REFERS TO THE FACE OF CURB. • _. 14 STATIONING RtFERS TO THE CENTLRL= OF STREETS RECUT w am OTHERWISE NOTED. 15 ADWATt CONSTIdJCl3ON CONTROL STAKES SMALL O SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT TIR WORK TO TIME PLAN GRADES. THE CONTRACTOR SMALL BE RtSKWSMX FOR THE PRESERVATION OF SMOCKMARIM AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SMALL NOT DISTURB RXESTING SURVEY MONUMENTS, MONUMENT TIES OR TENCH MARKS - WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TRS AND BENCH MARKS, SMALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVZYM SURVEY MONUMENTS THAT WILL R DESTROYED AS A RESULT OF THIS CONSTRUCTION SMALL BE REPLACED. THE CONTRACTOR SMALL NOTIFY THE tNGDNEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISIRD FOR LATER REPLACEMENT OF THE MONUMENT. IS THE CONTRACTOR SMALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. ' 10 THE CONTRACTOR SMALi. PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. i 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21 THE CONTRACTOR SMALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEMES TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUC773M WITHOUT PRIOR WRITTEN APPROVAL - 22 NO TRENCH BACKFILL SMALL TAKE PLACE WITHOUT PRIOR APPROVAL" OF TBE CITY INSPECTOR. - 23 A GEOTECHNICAL ENGINEER SMALL. CERTIFY ALL ISACKFILL COMPACTION. FAILURE TO OBTAIN TBE REQUIRED DENSITY SMALL REQUIRE Rt-WORKTNG OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED f DENSITY IS OBTAINED. 24 CARE SYOULD BE TAKEN TO PREVENT GRADES, DITCMES, AND SWALtS FROM UNDERMINING STREET UPON 94WWTION OF THt SITE, THE CITY tNGQ(ER MAY REQUIRE TEMPORARY i SWAIM ENTEILNG OR LEAVING IMPROVEMENTS. 25 THE FINAL LOCATION AND WI111t OF DRIVEWAY APPROACH APM ONS SMALL REAPPROVED AT THE TIME OF AND SMALL CONFOW TO THE CITY OF FONTANA STANDARD DETAILS. 96 ALL EXPOM CONCRETE SURFACES SMALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONC'RIrm I ' V TSE SlWZR CONTRACTOR SMALL STAMP AN "S" IN TO FACE OR TSE CURB AT TIE LOCATION OF THE SEWER LATERAL.. m NO COPCRZTE SHALL BE PLACED UNTIL THE FORMS ANO 0E81FOIRC7Nc STEEL HAVE BRIAN PLACED, KNSPSC700 AND APPR WRD. 20 ALL UNDWMMMM U mmn SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STNUUM 30 APPROVED SOIL STERILANT IS ARQUIMtD UNDER ALL NEW ASPHALT PAVINNNT PRIOR TO PLACEMENT. 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETtRM3NED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH -GRADING. 32 ACTUAL THICKNESS OF A.C. PAVEMENT ANDOR BASE COURSE MATERIAL FOR STRUCTURAL SIaEET SECTIONS SMALL ME UC069ARNMM BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA wOR - APPROVAL UPON COMPLETION OF ROUGH GRADING. 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34 UPON COMPLETION OF , CONTRACTOR SMALL RESTORE ALL Sp.GiNING, STRAFING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY 1RAPM ENGNIMM • 35 CONTRACTOR SMALL RELOCATE AND0OR REPLACE LAMMAP81C4 SPRINKLERS AND SIOIWALKS AFFECTED Bir THE TO THE SATSIFACTION OF IMS CITY ENOMM= 16770 IVY AVE--. APN 019113161 PROPOSED DRIVEWAY W a a a CLO 16780 IVY AVE. APN 019113162 ff PROPOSED DRIVEWAY EXIST SIDEWALK / V •4 . 41 _ �� �r r.r... .rte• w.�.. u•�� -� . - - C EXIST�JlND - -- ---�- GUTTER �' \, '~ EXIST. PP ANCHOR (PROTECT IN PLACE) AMINE EXIST DRIVEWAY �~�--._�', EXIST PP &POACH AND APRON (PROTECT IN PLACE) IVY AVE. SCALE 1'= 10' t w • W t i 36 AS -MMT DIANA * sa" u FMAMIRfR ry 7n COIFPRACTm ?O TI! BNQRlMMR QF 0000M, WHO STALL F1IEIVIOI iNbcom MA t _ `P0 TBS CITY IMIMI MML - * y REV. DESCRIPTION DATE ENGR. CITY DATE ' SHOULD CONSTRUCTION OF THE REQUIRED �ftsslc `� NOT COMMENCE WITHIN r.�^;•:�-D�Y��; DIG ALERT _ _ __ TWO YEARS OF ' TWO YEARS OF THE DATE OF APPROVAL v% :J ���,y�\ DIAL TOLL FREE TWO WORKING _ ; ►S SHOWN HEREON AND CARRIED FORTH DAYS BFORE YOU DIG IN A DILIGENT MANNER, THE CITY 1-800-422-4133 - "� -" ENGINEER MAY REQUIRE REVISIONS TO ; �X1'' I Res �; DONALD D. DONOVAN R.C.E. NO. 32969 _. .....- .._. _ ........... ___.._.._ _ .. _ . _ ..., __---- THE PLAN TO BRING THEM INTO CONFORM- �� �, C(V4�- " 5626 PERSIMMON AVE. TEMPLE CITY - ANCE WITH THE STANDARDS IN EFFECT. r4 f OF CA 91780 TEL 626-447-(593 CELL 562-846-4684 I W a a a 064 f i s PROP LINE CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY OF FONTANA- STD. PLAN NO. 1001 SHTS I AND 2 USE EXIST CURB AND GUTTER FOR ALIGNMENT AND ELEVATION i • 9 • V,,,,Z� 11 IL i 1 r a CITY OF FONTANA CALIFORNIA STREET IMPROVEMENT 'SCALE ~ ' 16770A 16780 IVY AVE. AS SHOWN G: TY ENGIN&R R.C.E. 51152 DATE: - A7AI f _-j