The URL can be used to link to this page

Home My WebLink About5097-1DEIVE]4AL NOTFS Fa? S7)MFT T PLANS• 1. ALL *VRK SHALL BE IN ACCORDANCE W/7H THESE PLANS, 7H£ CITY OE" FONTANA STANDARD PLANS, THE CONTRACT PROWSION/S AND 7HE STANDARD 99£CIRCA77CIVS FOR PUBLIC *VRPKS CON57RUC7TCN ('GREEN BOCK-). ALL REFERENCE .SPEC4f7CA 77ONS AND STANDARDS &PALL BE 7H£ LA 7EST EDITION/ UNLESS 07HERI05E N07E`D 2. NH£N A 7ECHlNICAL COW 7ICT IS FOUND TO EXIST /N 7HE CON7RACT DOCUMEN75' THAT CAN NOT BE RESOL WD BY REFERENCE 777 PRECEDENCE PROWSIONS /N THE "&PEEN BOOK", 7HE CON 7RAC7CR SHALL IAAII£DIATEL Y REPORT SAID COWL/CT TO 7HE CITY ENGINEER FOR R£SOLU77M J. ALL MATERIALS AND METHODS ARE SU6XCT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTYUC77ON PERMITS SHALL BE OBTAINED FROM 7H£ CITY of FONTANA COMIMUNITY DEVELOPMENT D£PARWENT, ENGINEERING DfWS/ON PRIOR 70 7H£ START OF ANY KWK. INSPECTTCO COORDINA77ON SHALL BE REQUESTED A T LEAST T*t7 *V RK/NG DA YS PRIOR 70 THE START OF ANY WORK /N PURL/C RIGHT-OF-WAY N/TN/N THE CITY LIMITS CALL (909) 350-7610. 5 7HE CCN7RAC7C R SHALL CONFORM TO ALL 7RAFF7C CON7ROL POLICIES, METNCIOS AND PROCEDURES DESCRIBED /N 7H£ STATE" OF CALIFORNIA MANUAL OF 7RAFF7C COW 1ROLS, LA TEST NON -METRIC ED/770N UNLESS 07H£RWSE" DIRECTED BY ONE CITY 77?AFF/C ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF ONE CON7RAC7OR TO MAINTAIN BARRICADES, DEL/NEA TARS OR OTHER 7RAMC CONTROL DEWCES A T ALL TIMESS, 7. 7NE CONTRACTOR SHALL OBTAIN A PERMIT 717 PERFORM EXCA VA TTOV OR 7RENCH Nt7RK FOR 7RENCHES 5 FEET OR &PEA7ER /N DEPTH fRom 7H£ CAL/FORN/A STA TF D/WSIOW OF INDUS 7R/AL SAFETY. 8 7HE WALLS AND FACES OF ALL EXCA VA TIONS GREATER 7HAN 5 FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOWING OF THE &POUND OR 07HER APPROVED MEANS PURSUANT 70 ONE REQUIREMENTS OF 7H£ D/WSION OF INDUSTRIAL SAFETY OF 7H£ STA 7E` OF CALIFORNIA. 7RENC9HES LESS THAN 5 FEET SHALL ALSO BE GUARDED NNEN 7HE P07EN77AL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N THE PUBLIC RIGHT OF WAY Wl7HOUT OBTAINING A SEPARA 7E PERMIT FOR THA T PURPOSE. 10. 7HE LOCA77ONS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE /NFOAWA77OW, HOWEVER, /T SHALL BE 7HE RESPONSIBILITY OF 7HE CC07RAC7OR TO DETERNNE, IN 7HE FIELD, THE 7RUE LOCA 770V AND ELEVA7700V OF ANY EX/STING UTTLI77ES, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE' 7HERE70 INE C000RAC76I R SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 Txv WORKING DA YS BEFORE EXCA VA 7700. 11. THE C0N7RAC7CR SHALL COORDINATE CONSTRUCTION KITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE 7FLEWSI014, LANDSCAPING, LANDSCAPE /RRIGA770V, DOMES77C WA7ER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTTLITY COMPANIES SMALL BE GIVEN T *V WORKING DAYS N077CE PRIOR TO MORK AROUND THEIR FACILITIES 12. THE C007RACTOIR .SHALL NOT OPERA TF ANY FIRE HYDRANT OR WATER MAIN VALVES W/7HOUT APPRORR/ATF AGENCY AUTYOR/ZA TON. CONTRACTOR SHALL COORDINA TE W 7H 7HE APPRO"R/A 7E` WA TER COMPANY FOR VAL VE OPERA 7700 AND WA TER REQUIREMENTS 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATTCW/NG REFERS TO ONE CEN7ERL/N£ OF STREETS EXCEPT WHERE orwRW/SE NOTED. 15. ADEQUATE CONS7RUC77ON CONTROL STAKES SHALL BE SET BY ONE ENGINEER TO ENABLE 7N£ CC07RACTOIR TO CCWS7RUCT 7HE WORK TO THE PLAN GRADES 74£ CONTRACTOR SHALL BE RESPONSIBLE FOR ONE PRESERVA77ON OF BENCHMARKS AND COIVS7RUC770N CONTYCIt STAKING DURING CONSTYUC770N 16. THE CONTRACTCR SHALL NOT DISTURB EX/S77NG SURVEY MCWUMEws, MONUMENT TIES OR BENCH MARKS N/7HOUT PRIOR No77f7CA77C0 TO 7HE CITY ENGINEER. 17 REMOVAL AND REPLAOEMENT OF EX/S77NG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 17ES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED C/WL ENGINEER OR LICENSED LAND SURVEYCR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONS7RUC77AN SHALL BE REPLACED. 7HE CONTRACTOR WILL N07IFY THE ENGINEER ONE MEEK PRIOR TO THE CONSTYUC776N SO TNA T 77£S TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MC0UMENT. 18. 7HE C0NTRAC7C1R SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 77MES. A ANNIMUM 12 FOOT LANE &PALL BE MAINTAINED AT ALL 77MES /N, THE CCNS7RUC77OW AREA FOR RESIDENTS' AND EMERGENCY VEHICLES. 19. THE CON7RAC7C R SHALL PROWDE AND MAINTAIN AN EFFEC77W MEANS OF DUST CONTROL, INCLUDING ADEQUA 7F WA TERING, A T ALL 77MES. 20. ALL GRADING OPERA 77ONS SHALL BE DISCONTTNU£D WHEN SUSTAINED WND WLOCY77ES EXCEED 25 MILES PER HOUR. 21. 7HE CCW7RACTOR SHALL NOT CAUSE ANY EXCA VA TSD MA IFRIAL, MUD, SIL T OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PR/VA 7F PROPERTY ADJACENT To THE RIGHT OF WAY DURING CONS7RUCTIGN W17HOUT PRIOR MR/77EN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF ONE CITY INSPECTOR. ?3 A GE07ECHN/CAL ENGINEER SHALL CER77FY ALL BACkFXL COMPAC770NN, FAILURE TO OBTAIN THE REQUIRED DENSITY SLUICE REQUIRE RE -WORKING OF THAT POR770N GIF THE WORK UNTIL 7HE SPEgf7£D DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES; DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON /NSPEC7TOW OF 7HE SITE; 7H£ CITY ENGINEER MAY REQUIRE TEMPORARY NOW -ERODIBLE SWALES ENTE7PNVG OR LEA WNG IMPROVEMENTS 25. 7HE FINAL LOCA77AN AND MOTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT ONE 77ME OF C00VS77?UC77CN AND SHALL CONFORM TO 7HE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETF SURFACES SHALL CONFORM /N GRADE, COLOR AND FIN/SH TO MATCH EX/ST7NG CONCRETE: 27 THE SEW R CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCA 770V OF 7H£ SEMER LATERAL. 28. NO CONCRE7F SHALL BE PLACED UN77L THE FORMS AND REINFORCED S7FEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PA WNG OF S79£ETS 30. APPROWV SOIL S7FRLANT IS REQUIRED UNDER ALL NEW ASPHALT PA VE7MENT PRIOR 70 PLACEMENT. 31. PA V£M£NT S7RUC7URAL SEC77ONS SH0 WV ARE MINIMUM AND SUB„ECT TO REVISION AND APPROVAL OF 7HE CITY ENGINEER AS DEMWINED BY 7HE SOILS TEST 5 TAKEN AF7ER CCIWPLE7700V OF ROUGE/ GRADING. 32 AC7UAL 7HICWNESS OIF A. C. PA VEMENT AND/OR BASE COURSE MA 7FR/AL FOR STRUC7URAL S7REET SEC77CVS SHALL BE RECOMMENDED BY A GEO7FC7HN/CAL REPORT AND SUAVIT7ED 70 7HE CITY OF FONTANA FOR APPROVAL UPON COMPLE7701V OF ROUGH GRADING 33. ALL MANHOLES, CLEANOUT FRAMES; COVERS AND VAL VE BOXES SHALL BE RAISED TO nN/SHED GRADE BY 7HE PA WNG CONTRACTOR UPON COM/PL E77CW OF PA WNG. 34. UPON COI/PL£7700V OF COWSTYUC770W, CONTRACTOR SHALL RESTORE ALL SIGNING S7RIPPING, BARRICADES, AND 07HER 7RAFF/C CON7RClf DEWCE'S TO 7HE SSI T7SFACTTCW OF ONE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING SPMNKLERS AND SIDEWALKS AFFECTED BY 7HE CONS 7RUC770V TO THE SA ASFAC77CW OF 7HE Cl TY ENGJNEER 36 AS-DINLT DRAN/NGS &VALL BE PROWDED BY 7HE CON7RAC70R 70 7H£ ENGINEER OF RECORD, WHO SHALL PPOWDE RECORD DRAWINGS TO 7HE CITY ENGINEER. BA -9S OF ®E4AWC 7HE BEARINGS SHOWN HEREON ARE BASED ON THE CEN7FRLINE OF VALLEY BOULEVARD BETWEEN JUNIPER A VENUE AND SIERRA A VENUE PER PARCEL MAP 14412, FILED /N BOOK 153, PAGES 9 THROUGH 11 OF MAPS RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA, BEING NORTH 89' 4,3' J2" EAST. BENCHMARK PROPERTY OWNER: CITY OF FONTANA BENCHMARK ID No. THE CHURCH OF ."SUS CHRIST OF 598 LA TIER -DA Y SAINTS C/O GARY S7RINGHAM U7&J7Y NOTES, FONTANA WA TER COMPAN Y WA IFR• CITY OF FONTANA CALIFORNIA 16803 SPRING S7REFT 55' FONTANA, CA 92335 BE VERIFIED BY SOILS ENGINEER AFTER GRADING. (909) 822-2201 SEVER.• CITY OF FONTANA SENER 399 L.F. 8353 SIERRA A VENUE CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. 1006. FONTANA CA. 92335 (909) 350-6632 PONER• SOUTHERN CALIFORNIA EDISON COMPANY CONS7IPUCT COMMERCIAL DRIVEWAY PER OITY of 1351 E. fRi4M2IS ONTARIO, CA 91761 FINISH FLOOR (909) 947-8215 GAS- SOUTHERN CALIFORNIA GAS COMPANY 6 P.O. BOW 3003 76 L.F. REDLANDS, CA 92373 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. 3003 (TYPE B). (909) 784-8772 CABLE- 77ME WARNER CABLE 135 S.F. 1500 AUTO C£N7FR DRIVE CONSTRUCT CONCRETE STANDARD BUS BA Y PER ONTARIO, CA 91761 (800) 892-2253 TELEPHONE.- VER/ZON CALIFORNIA INC. CONS7RUCT R£D*VC0 HEADER PER DETAIL HEREON. (800) 555-4833 STREET IMPROVEMENT PLANS FOR, VALLEY BOULEVARD IN THE CITY OF FONTAN tEc�L oESCRrP naw PARCEL 1: LOTS 1 THROUGH 15 OF TRACT NO. 11126, IN CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 159 PAGES 90 THROUGH 93 INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPT ALL MINERAL RIGHTS BELOW A DEPTH OF 500 FEET FROM THE SURFACE ENTRY FOR THE PURPOSE OF EXTRACTION THEREOF, AS RESERVED IN THE DEED FROM LAURALEE THOMPSON, AN UNMARRIED WOMAN, RECORDED MARCH 28, 1978 IN BOOK 9397, PAGE 269, OFFICIAL RECORDS. PARCEL 2: THAT PORTION OF EAST 1/2 OF FARM LOT 730, ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING TO THE SEMI -TROPIC LAND AND WATER CO, IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 11, PAGE 12 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID EAST 1/2 OF FARM LOT 730; THENCE EASTERLY 72 FEET ALONG THE SOUTH LINE OF COLTON AVENUE (VALLEY BOULEVARD); THENCE SOUTHERLY APPROXIMATELY 660 FEET TO THE SOUTHERLY LINE OF SAID EAST 1/2 OF LOT 730; THENCE WESTERLY 72 FEET TO THE SOUTHWESTERLY CORNER OF SAID EAST 1/2 OF LOT 730; THENCE NORTHERLY TO THE POINT OF BEGINNING. QWSTRUCnaw O NOTES CONSTRUCT 5.5" AC OVER 4, CLASS II AB PER SOILS ENGINEER'S OUANnnEs 24,579 S.F. CITY OF FONTANA CALIFORNIA R£COMM£NDA770WS ("R" VALUE -70v T.I.=10.5). R -VALUE 8 SEC770V T9 55' 21' BE VERIFIED BY SOILS ENGINEER AFTER GRADING. 54' 2 CCNS7RUCT 8" CURB 8 GUTTER PER CITY OF FONTANA STD. 1000. 399 L.F. 3 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STD. 1006. 3, 486 S.F. (TO BE MOOInED TO CURB ADJACENT) FLOW LINE O CONS7IPUCT COMMERCIAL DRIVEWAY PER OITY of 1 EA. FONTANA S77D. 1002 (W-35;