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Home My WebLink About4009-2WLY R/W STREET 86' m m MATCHLINE CURB FAQE 5" O.C,i TYP PPOP. DIXE N TS, 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 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMAN'CE WITH Sl ANDARDS IN EFFECT, GENERAL STORM DRAIN NOTES AC ASPHALT CONCRETE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLAN$, THE CITY OF FONT' STANDA"'IRD PLANS, THE CONTRACT �_j 2 AMERICAN PUBLIC WORKS ASSOCIATIGN PROV15IONS ANO THE STANDARD SPECIFICATION5 FOR PUBLIC WORKS CONSIRUCTION ("GREEN BOOK-) ALL REFERENCE SIDE VIEW ELEVATION BENCHMARK 12 2� WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTR T DOCUMENTS THAT CANNOT BE RESOLVED BY BT BOTTOM REFERENCE TO PPtCLDENCE PROVISIONS IN THE "OPEC14 BOOK", THE CONTRACtOR SHALL IMMEDIATELY REPORT SAID Q_UgLIT RON_ L FENQ! NTAIL C&G CURB AND GUTTER NTS cB 2 LSITR _UC M 02 N A 01 F,5: RPME.S. <�> EXISTING TOP & BOTTOM RAIL A. ALL JOINTS & JOINS SHALL BE CONTINUOLISLY <2 POSTS WELDED- GRIND ALL WELDS SMOOTH. tNGINEEPING DIVISION MOR TO THL START OF ANY WORK 11145PECTION COMINAtION SHALL BE REQUESTED AT LEAST EXISTING CORNER CURB FACE ALL WELDS AND ABRASIONS SHALL BE METALIZED CSPA EXISTING MID POST 350-7610� PER SEC. 210-351. CORRUGATED STEEL PIPE 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE B. ALL TUBULAR STrEL FENCING, GATE, COMPONENTS, STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY MATCH EXISTING CUBIC YARDS ANO PAINT SHALL M CH EXISTING FENCE, <�> CONCRETE FOOTING C. THE INTENT OF THIS DRAWING IS TO SHOW DESIGN <6> 3/8% 2" STEEL BOLTS DWY CONCEPT ONLY. CONTRACTOR IS TO PROVIDE SHOP 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR E/O EAST OF DRAWINGS TO ENGINEER FOR APPROVAL. EA WELDED TO ALL POSTS D., FENCE RAILS SHALL BE INSTALLED PARALLEL TO <7> CONCRETE SLAB OR SIDEWALK EG FINI'SHED GRADE- POSTS SHALL INDUSTRIAL SAFETY OF THE STATE OP CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN EL ELEVATION BE PLUMBED VERTICAL. EOP,EP EDGE OF PAVEMENT E� GATE AND FENCE HEIGHTS, INCLUDING ALIGNMENT FOR THAT PURPOSE. EX SHALL MATCH EMSTING F�,NCE. PPOP. DIXE N TS, 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 CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMAN'CE WITH Sl ANDARDS IN EFFECT, GENERAL STORM DRAIN NOTES AC ASPHALT CONCRETE 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLAN$, THE CITY OF FONT' STANDA"'IRD PLANS, THE CONTRACT APWA AMERICAN PUBLIC WORKS ASSOCIATIGN PROV15IONS ANO THE STANDARD SPECIFICATION5 FOR PUBLIC WORKS CONSIRUCTION ("GREEN BOOK-) ALL REFERENCE SPEC 11FICATIONS AND STANDARDS SHALL BE THE LAT�ST EDITION UNLESS OTHEPWISE NOTED. Bm BENCHMARK 2� WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTR T DOCUMENTS THAT CANNOT BE RESOLVED BY BT BOTTOM REFERENCE TO PPtCLDENCE PROVISIONS IN THE "OPEC14 BOOK", THE CONTRACtOR SHALL IMMEDIATELY REPORT SAID Bw BACK OF WALK CONFLICT TO THE CITY ENGINEER FOR RESOLUTION, C&G CURB AND GUTTER 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. cB CATCH BASIN 4. A CE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO CL CENTER LINE IMPLEMENTING DETOURS, CLF CHAIN LINK FENCE 5. CONSTRUCTION PERMITS SPKLL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, tNGINEEPING DIVISION MOR TO THL START OF ANY WORK 11145PECTION COMINAtION SHALL BE REQUESTED AT LEAST CF CURB FACE TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909.) CSPA CORRUGATED STEEL PIPE - ARCH 350-7610� csp CORRUGATED STEEL PIPE 6. 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 UNLESS OTHERWISE DIRECTED BY cy CUBIC YARDS THE CITY TRAFFIC ENGINEER. DIA DIAMETER 7� IT SHIALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC DU DUCT CONTROL DEVICES AT ALL TIMES DWY DWY 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR E/O EAST OF GREATER IN DEPTH FROM T14E CALIFORNIA STATE DtVISIGN OF INDUSTRIAL SAFETY. EA EACH 9. THE WALLS AND FACES OF ALL EXCAVATIONS GRFATER THAN FIVE (5 FEET IN DEPTH SHALL BE GUARDED BY SHORING, % SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSt THE REQUIREMENTS OF THE DIVISION OF EG EDGE OF GUTTER INDUSTRIAL SAFETY OF THE STATE OP CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN EL ELEVATION THE POTENTIAL EXISTS FOR GROUND MOVEMENT. EOP,EP EDGE OF PAVEMENT 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. EX EXISTING FG FINISH GRADE 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY FH FIRE HYDRANT EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. FL FLOW LINE FS FINISH SURFACE 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC1, CABLE T'ELEVIS-10N, LANDSCAPING ' LANDSCAPE IRRIGPION, DOM&,�IC WATER, RECLAIMED GB GRADE BREAK WAT�R, SEWER, STORM [0114, FLOM CONIROL AND CALTRANS ALL UTILIlY COMPANIES SHALL 8,E GIVEN TWO WORKING DAYS NOTICE PRIOR 'ro WORK AROUND T14EIR FACILITIES. HP HIGH POINT INCL INCLUDING 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION COWRACTOV SHALL COOMNATE WITH THE APPROPMATE WATER COMPANY FOR VALVE OPtPATION AND INV INVERT WATER REOUIREMENTS. IRR IRRIGATION 14, STATIONING REFERS TO THE CENTERLINE OF STORM DR, IN EXCEPT WHERE OTHERWISE NOTED. is JUNCTION STRUCTURE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO LC LENGTH GN CURVE CONSTRUCT T14E WORK TO THE PLAN, GRADES. THt CONTMCTOR SHALL BE R�SPONSIBLE YOR THE PRESERVATION OF BENCHMARKS AND CONS.TqUCIION CONTPOL STAKING DURING CONSTRUCTION. LF LINEAR FOOT LP LOW POINT 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. MAX MAXIMUM 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUMNG SURVEY MONUMENTS MONUMENT TIES AND MB MAILBOX BENCH MARKS, SHALL BE DONE BY A REGISTEkED CIVIL ENG"INEER OR LICENS8 LAND SUik'Y6� SURVEY MONUMENTS THAT WILL BE DESTPOYED AS A RE�SULT OF THIS CONSTRUCTION SMALL BE REPLACED THE CONTRACTOR SHALL NOTIFY THE ME MATCH EXISTING ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER MIN MINIMUM REPLACEMENT OF THE MONUMENT. N/0 NORTH OF 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESI'DENTS AND BUSINESSES AT ALL TIMES A MfNIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDtNTS AND EMERGENCY VEHICI-ES. NTS NOTTO SCALE OH OVERHEAD 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEOUATE WA10ING, AT ALL TIMES. Pcc PORTLAND CEMENT CONCRETE 20. THE CONTRAACTOR SKALL NOT CAUSE ANY EXCAVATED M"ATTERk MALID SILT OR DEDWS TO BE DEPOSITED ONTO PUBLIC pp POWER POLE OR PONATE PROPtRTY AbtJACt.NT TO THt RIGHT OF WAY DURIN"G CO'N'�TRLICTION WITHOUT PRIOR WRITTEN APPROVAL. PROP PROPOSED 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APOROVAL OF THE CITY INSPECTOR. R/W OITGHT OF WAY 22. A GEOTECHNICAL EN0l`IN*t,ER SMLL CERTIPY ALL BACKFILL COMPACTION, PAILUIPE TO 08T IN THE REQU100 DENSITY ROE RIGHT OF ENT�Y SHALL �EQLIIRr RE -WORKING OF !HAT PORTION OF' THE WORK UNTIL !'HE SPtclFlt'D DrNs.11y is, 08TAINED, S/0 SOUTH OF IN 0 9 i , '0 EM, Ntc 23. CARE SHOULD BtWEN TO PRENE'NT ORA S 0ITCHES", AND gft,LES FROM UNDE,,"RUIN T,,Rr.,tT IMPR V t, 'S S D STORM DRAfN uPON INSPECTION' OP THE 51TE, TH'E, CITY R"tNEER MAY REOuiRE TtMPORAPY NON-EROOEABLE SWALES ENTf,,-,RIN'G? OR LEAVING IMPROVEWNTS. SF SQUARE FEET SL STREET LlI0,Hl 24. ALL EXPOSED CONCRETE SUMCES. SHALL CON"P0410 IN GRA'Ot, COLOR AND FINISH TO MATCH EXIS'TING CONCRETE. ST'D STANDOD 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY W11HOUT PRIOR APPROVAL OF THE CITY ENGINEER, Sw SIDEWALK 26., PRIOR TO CONSTRUCTION THE CONT' M` `CTOR SHALL EXPOSE tXISTING, FACILITIES AND VERIFY ELEVATION AND TC TOP OFCUR8 LOCATION OF CONNECTIAS, tilY APPROVAL OF CONNECTIONS TO EXISTING �ZILITIES OOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THt PLANS, TG TOP OF GRATE 27. IF EXISTING UTILITIES OR ANY OTHER FACILITI S CONFLICT WITH THE PRM'Ssto IMPROVEME`NTS, THE CONTRACTOR TS TRAFFIC SIGNAL SHALL NOTIFY THE ENONtER AND ALL AFFECTEI) AGENCIES IMMEOIAT"ELY. Typ TYPICAL 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND RER4FORCING STtEL HAVE KEN PLACED, INSPECTED AND W/o WEST OF APPROVED. WF WOOD FENCE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TLSTED AND APPROVED PPIOR TO PAVIMG OF STREETS. wm WATER METER 30. APPROVED SOIL S.T�RILANT IS REOUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. wv INATER VALVE L S S am m��Vm 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. Uf U �