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Home My WebLink About2919-1 LOMETPOST SHEET TOTAL DIST COUNTY ROUTE' KI ' TOTAL PERROJECT NO. SHEETS Caltrans 08 SBD 66 17 . 49-19 . 84 1 20 F 0 11 ' 1111 TA ll ' JI AL et rig I RArrita; SIGNAL , IN TALLATI N AND MODIFICA 1 iwN PLANS CITY OF FONTANA GENERAL NOTES TRAFFIC 1 . THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO INCLLJDING IGNAL INTERCONNECTTHESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD .,..\ „ w , ;;/ ` SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. w -.:z ,,/ w / ,lop,,,/4 > REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS, DATED 1975, AND ANY REVISION THEREAFTER. < HIGHLAND AVE A,/,' .- 4 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM CITY OF FONTANA / w `? gyp PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN FOR CITY ,/ /r, THE CITY LIMITS. 0 OF ;, LU w w /)11, FQNTANA m 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE U. P. RAILROAD //� w OTHERWISE NOTED. �� 4. CURB DATA REFERS TO THE FACE OF THE CURB. E BASE LINE AVE �� „ BASE LINE AVE i/ / i I 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH Mct ILLER AVE �f ' ALL ADJOINING CURBS AND SIDEWALKS. FUTURE CITY OF /// 6. ACTUAL THICKNESS OF A. C. PAVEMENT AND/OR BASE COURSE MATERIAL REGIONAL0 RANCHO' PROJECT FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A PARK CUCAMONGA . FOOTHILL BLVD SITE GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF ,�//� 1/r I t'r'%f/llfirf/fJf/!f//1J/�Y/I/J/fi'!.J/W/Y/N1- 1I FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. /r I' COUNTY OF SAN BERNARDINO ;` 7. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT ri TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST ,, TAKEN AFTER COMPLETION OF ROUGH GRADING, AVENUE C11-11ERRY AVENLIE EAST To ARROW HIGHWAY 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRED TEMPORARY GUNITE SWALES, VICINITY MAP ENTERING OR LEAVING IMPROVEMENTS N.T.S. 9. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CALTRANS GENERAL NOTES. PRIVATE ENGINEER'S NOTICE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 11 . ALL P P a) AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY h) WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE TO CONTRACTORSIES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE BEGIN IN OR NEAR THE STATEGHTWAY. PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION - RI OF STRUCTURES, BUSINESS AND.PROFESSIONS CODE, SECTIONS 8700 TO 8500 (LAND THE T E CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RUC ORES, ETC. , SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED A W b) ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO SURVEYORS ACT). RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS SHALL BE RELOCATED BY OTHERS, IT SHALL BE THE CONTRACTOR'S , CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS NRAC ORS - ERSO S DIRECTED BY THE STATES REPRESENTATIVE RESENTATIVE (STANDARDS OTHER THEPROPERTY: I ) PAVEMENT MUST BE SAW CUT .6m MINIMUM FROM RESPONSIBILITY TTHE EDGE OF AND TO NOTIFY ALL OF THE AGENCIESTHAT THIS REQUIREMENT SHALL APPLYNT CONCERNED BEFOREPRE-APPROVEDCONTINUOUSLY THAN STATE MUST BE ANDJUSTIFIED). SAW-CUTSCONSTRUCTION PAVEMENT. THE MUST BE PERPENDICULAR OR PARALLEL ANDNOT BEGINS. O BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE TO THE STATE HIGHWAY CENTERLINE. CONTRACTOR DEFEND,R SHALL pE END. INDEMNIFY, AND HOLD THE AGENCY AND THE C) NO EQUIPMENT OR MATERIALS MAY BE STORED. ON THE STATE RIGHT ENGINEER HARMLESSte . N NEER FROM ANY AND ALL LIABILTY, REAL OF 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE ALLEGED, OF WAY. Underground i Ce I erT j ) ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN IN CONNECTION WITH THE PERFORMANCE 9 A CONSTRUCTED 150mm BELOW FINISHED GRADE BY SEWER CONTRACTOR AND tN H OF WORK ON THIS PROJECT, . CONFORMANCE WITH THE E CURRENT EDITION OF THE TRAFFIC SHALL BE RAISED TO GRADE BY PAVING CONTRACTORAFTEREXCEPTING FOR LIABILITY ARISING FROM THE' SOLE COMPLETION NEGLIGENCE OF THE E d) ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE MANUAL, PUBLISHED BY THE OF PAVING. STATE OF CALIFORNIA, DEPARTMENT AGENCY OR THE ENGINEER, � r . . 0 d� TREATED FOR EROSION CONTROL (HYDROSEED I NG OR EQUIVALENT, OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. L C a I I : A{ L_ � TOLL FREE OR AS DIRECTED BY THE STATES REPRESENTATIVE). THE PAVEMENT MARKINGS SHALL BE THERMOPLASTICS UNLESS OTHERWISE e; 13. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 150mm BELOW RESPONSIBILITY FOR MAINTAINING EROSION. CONTROL WILL. NOT BE � .- F NOTED,- INISHED GRADE UNDERGROUND ERROUNC R DE BY WATER CONTRACTOR AND SHALL BE' RAISED TO GRADE + UTILITIES & STRUCTURES RELEASED UNTIL THESEEDING � HOS BY PAVING DI G IS WELL ESTABLISHED. THE I G CONTRACTOR AFTER COMPLETION OF PAVING.. CONTRACTOR T R C OR WILL BE RESPONSIBLE FOR THE COST OF CALTRANSv k) THE EXACT LOCATION OF ALL SIGNS SHALL L BE DETERMINED IN THE THE EXISTENCE AND LOCATION CLEANING 1 LOC IO OF ANY UNDERGROUND UTILITIES OR ��7 ��iO� ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE FIELD BY THE STATE S REPRESENTATIVE. < 14. REFER TO CITY OF FONTANA, STRUCTURES RUC ORES SHOWN IN THESE PLANS WERE. OBTAINED BY A SEARCH OF UNDERGROUND UTILITY LOCATION STANDARD BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, DETAIL 129. . .� AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OR CAUSED BY, THE CONSTRUCTION PROJECT. I ) ALL CONFLICTING STRIPING AND PAVEMENT 4MARKINGS NOT SHOWN TWO WORKING DAYS EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE ON THE PLANS 15. THESHALL BE REMOVED FROM THE PAVEMENT BYBEFORE YOU. DIG CONTRACTOR(S) SHALL COORDINATE CONSTRUCTIONCONTRACTOR IS REQUIRED TO TAKEALL -, WITH ALL PRECAUTIONARY MEASURES TO e) THEE STRUCTURAL _ SECTION SHOWN S O N W T I H N THE STATE RIGHT OF WAY WET SANDBLASTING S DBL STING BY THE T U I L TP I IES AND ROTE T TH T C E U ILITI£S SHOWN, AND IS RESPONSIBLE .,. ,. . . . OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO0 TIREE FOR THE PROTECTION O IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL - GAS, TELEPHONE, OF, AND ELECTRICAL, LIGHTING, TELEVISION CABLE, ANY DAMAGE TO THESE LINES OR STRUCTURES. V BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING m) ALL CONFLICTING G SIGNS SHALL BE EITHER REMOVED OR RELOCATEDLANDSGAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED HASBEEN COMPLETED. A TRAFFIC IC INDEX (TI ) OF 11 SHALL BE BY THE CONTRACTOR. RELOGATABLE SIGNS SHALLBE INSTALLED °-. WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL "CAUTION: THE ENGINEER PREPARING THESE SYSTEMS, ETC. R G PLANS WILL NOT BE USED INT HE DESIGN OF THE TRAVELLED WAY, AND A TI OF 7 AS SPECIFIED ON TWE. PLANS OR AS DETERMINED IN THE FIELD B Y RESPONSIBLE FOR, OR LIABLE FOR. UNAUTHORIZED CHANGES OR USES OF SHALL BE USED FOR THE SHOULDER ' DESIGN. THE LABORATORY THE STATE'S REPRESENTATIVE. . THESE PLANS. ALL CHANGES TO THE PLANS MOST BE IN WRITINGAN 16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE P D REPORTS AND THE 'DESIGN CALCULATIONS SHALL BE SUBMITTED TO CITY OF FONTANA. MUST BE APPROVED BY THE PREPARER OF THESE PLANS. " RECORD DRAWING THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO n) ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC. , SHALL BE CONSTRUCTION OF THE STRUCTURAL SECTION. PROTECTED • 17. TYPE+ LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL AND/OR REPLACED IN KIND ACCORDING. TO THE CURRENT The information BE on; this drawiel is anyone from others DETERMINED AT THE TIME OF CONSTRUCTION STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO and must be verified in the field by prior O RUCTION AND SHALL CONFORM WITH f) ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY COST TO THE STATE. t� use THE CITY OF FONTANA STANDARD DETAILS, or construction. WARREN C. SIECKE is not CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE CONNECTION. o) WORK SHALL NOT COMMENCE UNTIL THE STORM DRAIN, SEWER AND responsible for under�reund facility locations or 18. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE depictions. All above round f WATER PROJECTS HAVE BEEN COMPLETED. acihtha can be readily SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL g) THE CONTRACTOR SHALL BE RESPONSIBLE seen and verified by the parties that intend to use same, IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE CO FOR ENSURING THAT ANY STATE pRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY OWNER'S REPRESENTATIVE. AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK 19. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT. BY THE STATE. ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN ANY CONTRUCTION WITHIN THE STATE'S 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS HAVE BEEN PLACED, INSPECTED AND APPROVED. NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE STATE. 21 . ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO SHEETS 2-6 SHEETS 7-11 SHEETS 12-16 WORKING AROUND THEIR FACILITIES. (TRAFFIC SIGNAL) (TRAFFIC SIGNAL ) (TRAFFIC SIGNAL) ` 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENGINEER. "®`'� 50 �r �,` ,r �� .i' a r ;� 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF / `\ / ,'d THE CITY ENGINEER. -Es SHEET 17 r/ ®• •ea SHEET 18 / 4\ SHEET 1,9 �' SHEET 20 ( INTERCONNECT) I \ ( INTERCONNECT) / c.:).,..:3 ` a _ I { INTERCONNECT) i I ( INTERCONNECT) 24. BACKFILL MATERIALS SHALL BE VERIFIED BY SOILS ENGINEER AND AVENUE BANANA / EAST / MULBERRY \ i CHERRY . 1f i AVENUE AVENUE N / \ / r AVENUE APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO 1 1_, 1 �� L � 1i \ OF ANY PERMANENT PAVEMENT. -- -- -- — __ _ -- - _1_ _______+ (___________1 ( I - - - _ I �— a 25, CONTRACTOR TO INSTALL PAVEMENT MARKINGS _ _ - �r -- r -- _ -- I_ __ _ _I RKI GS AND STRIPING AS II 171-1- r_ REQUIRED BY THE CITY ENGINEER. I , I I - -1- --- ---- 1iiiTirlir-i117; 1 -�-- r------ - ,t I -- III- I 1r - -�-_ i /11- ALMOND a ILEX COTTONWOOD gCALABASH N I // �` / AVENUE III AVENUE AVENUE AVENUE 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. I �\ I \ /' \\ i / I ` / !` �, ��` INDEX MAP �'� ,�'` ��,� f,,� f �w -'r SCALE: 1 :5000 ,, -''� W NOTE: ALL DIMENSIONS ARE IN METERS UNLESS SHOWN OTHERWISE. COUNTY OF SAN BERNARDINO FOR REDUCED PLANS ORIGINAL 0 20S 40 60 80 z SCALE IS. IN MILLIMETER 1 I I I I III 1 EA 317900 APPROVED : o PREPARED UNDER THE SUPERVISION OF: CESS CIT" �o QyA OF FONTANA CALIFORNIA r �� C. l , �, • Siee t'r DRAWN BY: SCALE: CHIEF , TRAFFIC DIVISION DATE AS SHOWN SHEET � No. 1$707 �' DESIGNED BY: TITLE SHEET Ex .6-30-05 J 'K P * CHECKED BY: GATE;. j))' eiVI� , / 9 Com` /2 � l Fn o Z O JOB NUMB PP,, G. ' E G f CAl DRAWING N0, SHEET NUMBER REFERENCE PLANSNRS CITY REVISIONS � Vzshy ` ! ADATE IDATE _. ,. _ . _.W _A NRRE . .C SI >ECKE R C 1 .E 87.APPR 07 ,ov L DATA P EPRA OVALCI Y. 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