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Home My WebLink About4030-1THOMAS BROS. GUIDE 1AP ! # - - r -� ` -13 w� $ Q¢ S B N g i' O 7' 1 ' , „.»+,Aw:.,�.,�».,,,�+woo-•» `V -+� +� z , jAPA TI -11 -4 ` r 02 -04 TRACT16620 g I IAN 0246-0,31-25_,_,___, LJg e , r ....,-. Y�,,.....,,»..j +;r^„vr`x � "'i .. j „ •.- k (fit tm,.,�..a-.,,.+�... ....,_.. �, - - 1�2Y «., `'�. 1 ' �,".� fl.....,,"wb � + I M ( ` Q. § ; $" ,r s I _... UPLAND AVENUE _�.�. # S p L,.T.# s gg p +. i ..................xmx}., �".k.:.,,..,,..,,,... y ... I.mssWu,,,,„ L ' $ g qq S q „g E y y § .F..,..,. 'r, 7 S#7 ,f» .................... ......,.,« ggg,,,^" tl � z 2+., �+ � [„ � REMOVAL SAWCUT REMOVE GRIND O. I C ' MIW 51 EXISTING PAVEMENT EXIST. PAVEMENT AND MIN. MIDI. REMOVE EX15TING AC DIKE OVERLAY CS. 1 C° MIN. WHERE APPLICABLE W,/TAC I', COAT ��..n+_ REMOVE REDWOOD HEADER. WHERE APPLICABLE ,Fp '. ..:.,.o-,.:urti...w,.,,�« EX15TING PAVEMENT „f=� �:� NEW PAVEMENT DETAIL �4 , NT5 WATER. COMPANY F NTANA WATER. CO. 8440 NUEVO AVENUE FC NTANA, CA 92334 C) 622-2201 SEWAGE 1 151` 5AL CITY CSF PCNTANA, 35.E 51LRRA AVENUE FC, NTANA CA 52335 f 9O ) 350-GG32 ELECTRIC SOUTHERN CALIFORNIA EI150N 7951 REDWOOD AVE. FNTANA, CA. 32335 (C) 335-7750 A5 THE CCAS COMPANY 1,981 W. LUG NIA, AVE. (C) 335-7847 TELEPHONE PACIFIC BELL TLELJ'HONE CO. 3939 E. CORONADO 5T. ANAHEIM, CA 52807 ( 0C) 3 10-2335 -2335 CASA CCMAST CABLE 1205 DUPONT NT 5T. ONTARIO, CA 917G 1 0) 1-1 1 15 RELOCATE EXISTING MAILBOXES, AS NECESSARY TO INSTALL D/W APPROACH L5 1 5 REMOVE EXISTING FFNCE . . . . �.. ,,.5 1 C REMOVE EXISTING HEDGE . . . . . . . . . . . . L5 ESTIMATE Of QUANTITIES 15 FOR PERMIT PURPOSES ONLY. CONTRACTOR 15 RESPONSIBLE FOR OWN QUANTITIES. *''PRELIMINARY SECTION: FINAL SFC TION TO BE DETERMINED BY 5011_5 ENGINEER AND SUBJECT TO APPROVAL BY CITY ENGINEER,�., Df7 0 7-/Z a I ;a p/v . . . AU RFL AVE a 30' CL _181 PROPOSED 2 2' STP FFT R/W 14 MEET ..___.___. SAWC UT F15T C I .CC -2.c55 - --- --- --_ 5 3.27%- (252%-4.13%).~ . 5C o FC15T I PAVEMENT C SECTION LAUREL AVENUE 5TA 17+22.45 TO 5TA 18+32-45 NTS T.I.=C.S MP- STREET 1 IVY STREET 5TA 1 1 -1-44.25 TO 12+74.37 NT5 T.I.=5.5 RlW FROPO5FD TFT RW ! � i GENERAL NO TES 1. ALL WORK SHALL BF IN ACCORDANCE WITH THESE PLANS, THE CITY Of FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC CORKS C 5TRUCTI N("GREE I BOOK). ALLEfFR NCE 5PECIfICATION5 AND STANDARDS SHALL BE TIME LATEST EDITION UNLE5 OTHERWISE NOTED. . WHEN A TECHNICAL CONFLICT 15 FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCF TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY Of FONTANA ENGINEERING DIVISION PRIOR TO THE START Of ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK. IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (90 9) 3505-7C 10. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAfFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL Of TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLE55 OTHERWISE DIRECTED BY THE CITY TRAffIC ENGINEER. C. IT SMALL BE RE5PON51BILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DFLINEATORS OR OTHER TRAffI CONTROL DEVICES AT ALL TIMES 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM CALIFORNIA STATE DIV15ION Of INDUSTRIAL SAPFTY. . THE FALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE GUARDED BY SHORTING, SLOPING OF THE GROUND OR OTHER: APPROVED MEANS PURSUANT TO THE REQUIREMENT OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES Lf 55 THAN 5) FEFT SHALL ALSO BE GUARDED WHEN POTENTIAL EXISTS FOR GROUND MOVEMENT. D. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT AWAY WITH OUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS Of THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SMALL BF THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINED, IN THE PIFLD , THE TRUE LOCATION AND ELEVATION OP ANY EXISTING UTILITIFS, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2GOO TWO WORKING DAYS BEFORE EXCAVATION. 1 1. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. A,LL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FI RF HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA, REFERS TO THE FACE Of CURB. 14. STATIONING REFERS TO THE CENTERLINE Of STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO C:;ONSTRUC;T THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BF RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. I C. THE CONTRACTOR SHALL NOT DISTURB F,X15TING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17, REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVFY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILLBE DESTROYED AS A RESULT Of TH15 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR, SHALL NOTIFY THE ENGINEER ONE WEEK. PRIOR TO CONSTRUCTION 5O THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 15. THE CONTRACTOR SHALL MAINTAIN ACCF55 FOR LOCAL RESIDENTS AND BU5INF55E5 AT ALL TIMES. A MINIMUM 12 PFFT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA POR RESIDENTS AND EMERGENCY VEHICLES. PROPOSED 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING FA5Tf RLY ADEQUATE WATERING AT ALL TIMES. PIN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PFR HOUR. 2 1 . TIME CONTRACTOR SHALL NOT CLAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.... 23. A GFOTFCHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED 4'ADDITIONAL DEDICATION DEN51TY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPFCIFIED DEN51TY 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT G DES, DITCHES, AND SWALFS FROM UNDERMINING STREET PER SEP FINAL MAP IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALFS ENTERING OR LEAVING IMPROVFMENTS. 25, THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 2C. ALL FXP05FD CONCRETE SURFACF SHALL CONFORM IN GRADE, COLOR AND FIN15H TO MATCH EX15TING 1 .5' CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP "5" IN THE FACE Of: THE CURB AT THE LOCATION OF THE SEWER LATERAL. 2. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 2. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING Of STREETS. 30. APPROVED SOIL STERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT 3 1. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32, ACTUAL THICKNF55 OF A.C. PAVEMENT ANCA/OR BASF COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF PONTANA POR 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. 3. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING,BARRICADES, AND OTHER T RAPPIC CONTROL DEVICES TO THE 5AT15FACTION OF THE QTY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTFD BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 3C. A5-15UILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. PROPOSED PCC DRIVE APPROACH 21 ONMO gT PROPOSED CURB GUTTER tLn ti , -T EXISTING AC => -1-- { ` BERM TO BE REMOVED �► ; AS EX15TING AC DRIVE .w.._ I . - APPROACH TO BE REMOVED 1011 DU `CDE A& „. m THE E15TENCE AND LOCATION Of ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLAN'S ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX15TING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR 15 REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON51BIL1TY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UMF SOLE AND COMPLETE RESPONSIBILITY FOR JO1551TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TH15 PROJECT, INCLUDING 5AfETY Of ALL PERSONS AND PROPERTY, THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEPEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS PROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK. ON TH15 PROJECT, EXCEPTING FOR, LIABILITY AP151NG FROM THE MOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 21 ONMO gT m , -T TRACT NO. I GG20i SCME No, 399G4 - t 1 « �► ; AS DM I . - • # .................. DRAWG NO.: I _t4 /tv:>_ r - ft n W. Thatcher, III R-C,L 3013G4 R.0'4030r st. t ! �_ E 4 l