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Home My WebLink About3576-1GENERAL NOTES• 1. ALL WORK SHALL BE IN ACCORDANCE Wl'7H THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICA77ONS FOR PUBLIC WORKS CONSTRUC770N ("GREEN BOOK"). ALL REFERNCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST ED177ON UNLESS OTHERWISE N07ED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN 774E CONTRACT DOCUMEN7S 77 -IAT CAN BE NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO 774E CITY ENGINEER FOR RESOLUTION. J. ALL MA7ERIALS AND ME714ODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONTRUC770N PERMITS SHALL BE OBTAINED FROM 774E CITY OF FONTANA COMMUNITY DEVELOPMENT DEPAR77WENT, ENGINEER DIVISION PRIOR TO 774E START OF ANY WORK. INSPEC77ON COORDINA77ON SHALL BE REQUES7ED AT LEAST TW WORKING DAYS PRIOR TO 774E START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WI77-1/N THE CITY LIMITS CALL (909)350-7610. 5. 774E CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LA7EST NON -METRIC ED177ON UNLESS 0774ERMSE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE 774E RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 774E CON7RACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA 77074 OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATOR IN DEP7H FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVA77ONS GREATOR 7HAN FIVE (5) FEET IN DEP7H SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 077-IER APPROVED MEANS PERSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS 77 -IAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE PO7EN77AL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPTMENT SHALL BE STORED IN 774E PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR TRA PURPOSE. 10. THE LOCA77ONS OF U77LI77ES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMA 770N, HO NEVER, IT SHALL BE 774E RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVA77ON OF ANY EX/S77NG URLI77ES� AND TO EXCERCISE PROPER PRECAU77ON TO AWOD DAMAGE 774ERTO. 774E CONTRACTOR SHALL CON7RACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. 774E CONTRACTOR SHALL COORDINATE CONSTRUC770N W774 ALL U77LITY COMPANIES INCLUDING ,BUT NOT LIM17ED TO, GAS, TELEPHONE, ELECTRIC, CABLE, TELEVISION, LANDSCAPING, LANDSCAPE IRRIGA 770N, DOMES77C WATER, RECLAIMED W47ER, SEWER, S7ROM DRAIN, FLOOD CONTROL AND CAL TRANS ALL U77LI TY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR TO WORK AROUND 7HIER FACILITES. 12. 774E CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WA7ER MAIN VALVES WITHOUT APPROPRIATE AGENCY A U 7HORIZA 770N. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE W47ER COMPANY FOR VALVE OPERA77ON AND W47ER REQUIREMENTS 13. CURVE DATA REFERS TO 774E FACE OF CURB 14. STA770NING REFERS TO 774E CEN7ERLINE OF S7REETS EXCEPT WHERE O'IHERW7SE NOTED 15. ADEQUA7E CONSTRUC770N CONTROL STAKES SHALL BE SET BY 774E ENGINEER TO ENABLE 774E CON7RACTOR TO CONSTRUCT THE WORK TO 774E PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 774E PRESERVA77ON OF BENCHMARKS AND CONSTRUC770N CONTROL STAKING DURING CONSTRUCT70N. 16. THE CONTRACTOR SHALL NOT D/S7URB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS W1774OUT PRIOR N077FICA77ON TO 774E CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT 77ES AND BENCH MARKS, SHALL BE DONE BY A REGIS7ERD CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS 77 -IAT WILL BE DESTROYED AS A RESULT OF THIS CON7RUC7TON SHALL BE REPLACED. THE CONTRACTOR SHALL N077FY THE ENGINEER ONE WEEK PRIOR TO CONS7RUC77ON SO 77 -IAT 77ES TO MONUMENTS CAN BE ESTABLISHED FOR LA7ER REPLACEMENT OF THE MONUMENT. 18. THE CON7RACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES A MINIMUM 12 FOOT LAND SHALL BE MAINTAINED AT ALL 77MES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CONTROL , INCLUDING ADEQUATE Wi47ERING, AT ALL TIMES 20. ALL GRADING OPERA77ONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOC177ES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MA7ERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRI VA 7E PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL 22 NO TRENCH BACK FILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF 774E CITY INSPECTOR. 23 A GE07ECHNICAL ENGINEER SHALL CER77FY ALL BACK FILL COMPAC770NN, FAILURE TO OBTAIN 774E REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT POR77ON OF THE WORK UN77L 774E SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPEC77ON OF THE SI7F, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODAEABLE SWALES EN7ERING OR LEAVING IMPROVEMENTS 25. THE FINAL LOCA 77ON AND WD7H OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFIRM TO THE CITY OF FONTANA STANDARD DETAILS 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFIRM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE . LL A4� CA ''%00*W if 'm ul a Ai of -%Raw-,w = Y flJ= FON I jl--§ 27. 774E SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF 774E CURB AT 774E LOCA77ON OF 774E SEWER LATERAL 28. NO CONCRE7E SHALL BE PLACED UN77L 774E FORMS AND REINFORCING S7EEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND U77LI7ES SHALL BE INSTALLED, 7ES7ED AND APPROVED PRIOR TO PAVING OF STREETS 30. APPROVED SOIL S7ERILANT IS REQUIRED UNDER ALL NEW ASPHALT PA VEMENT PRIOR TO PLACEMENT 31. PAVEMENT STRUCTURAL SEC77ONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AF7ER COMPLE77ON OF ROUGH GRADING. 32. ACTUAL 774ICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUC7URAL STREET SEC77ONS SHALL BE RECOMMENDED BYE A GE07ECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR 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 COMPLE77ON OF PAVING. 34. UPON COMPLE77ON OF CONSTRUC770N, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRCADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SA77SFAC77ON OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCA7ED AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFEC7ED BY THE CONSTRUC77ON TO 774E SA77SFAC77ON OF THE CITY ENGINEER. 36. AS -BUILT DRAWING SHALL BE PROVIDED BY 774E CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA UTILITY N077FICA TION LIST CITY OF FONTANA AT7N. CAROLOS NAVARRO PACIFIC BELL CO. 8353 SIERRA AVENUE ATTN: VIRGINIA BECKER FONTANA, CA 92335 3939 E. CORONADO STREET (909)350-6632 ANEHEIM, CA 92807 (714)666-5467 SO. CALIFORNIA GAS COMPANY AT7N. GREG GASPAR COMCAST ( CABLE TV) 16231 VALLEY BLVD. AT7N.: JACK HAYES FONTANA, CA 92335 1205 DUPONT AVENUE EMERGENCIES:(800)427 28-8411 ONTARIO , CA 1761R -2200 (909)390-4738 SO. CALIFORNIA EDISON COMPANY 7951 REDWOOD AVE FONTANA, CA 92335 (909)820 -5598 -UNDERGROUND (909)875-5100- TRANSMISSIONS (213)637 -1233 -PIPELINES (800) 22-4133-D/SIR/BU710N CRA WFORD CANYON MUTUAL WATER CO. ATTN.: BILL VANDERKIEFT, JR (619)868-6040 UNDERGROUND SERVICE ALERT (800)227-2600 GENERAL TELEPHONE COMPANY AT7N.: STEVF HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA 91766 (800)422-4133 FONTANA W47ER COMPANY AT7N.: MICHAEL J. MCGRAW 8440 NEUVO AVENUE FONTANA, CA 92335 F822-2201 AX.•) (909)823-5046 TES & EST. QUAN TI TI O SA WCU T AND REMO VE EXISTING A. C. PA VEMEN T. Q CONS TRUC T 4.5 " A. C. PA VEMEN T 0 VER 12" NA TI VE MA TERIAL COMPACTED TO 957' PER CITY STD. PLAN 1000. �3 CONSTRCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN 1015. ® CONSTRUCT DRIVEWAY APPROACH PER CITY SID. PLAN 1005. ® CONSTRUCT 8" P.C.C. CURB & GUTTER PER C17Y STD. PLAN 1003. 112 S, F. 690 S. F. 300 S.F. 120 S. F. 60 L. F. CC El Y R/W LEGEND AC ..... ASPHAL TIC CONCRETE CAB ..CRUSHED AGGREGATE BASE EG ..... EDGE OF GU TTER FF ..... FINISHED FLOOR FG ..... FINISHED GRADE FL ..... FLO KINE FS ..... FINISHED SURFACE INV ...INVERT NG ..... NATURAL GROUND PCC ... PORTLAND CEMENT CONCRETE TC ..... TOP OF CURB TF ..... TOP OF F00 TING TG ..... TOP OF GRA TE TW ..... TOP OF WALL TYPICAL SECTION (V/EW/NG NORTH) S. HIGHLAND A V LOS CEDROS A V VICINITY MAP N. T. S, INDEX OF SHEETS SHEET I (TITLE SHEET); GENERAL NOTES, TYR SECTONS, MISC. SHEET 2 (PLAN AND PROFILE): STA. 5+15 TO STA. 5+75 CONSTRUCTION BASIS OF BEAR/48 di"."'."."" `_' ••'` TIE CENTB:XM OF CATAWBA AVEAM SM WN AS HA VM A BEARAG OF N 0009, 00" W PER TRACT NO 3348 MBL 47/18, WAS USED AS T E BASE OF BEARMS FOR 7W MAP. �c aWL � & LAW �° BENCMfARK 1657 E. ORANGE GROVE CITRUS AVE @ LOIS CEDROS RR SPACE IV POLE OPP. LOS CEDROa PASADENA, CA 91104 (626)791-3980 office/fax BENC1 ROLRK 4:8Z ELEV.-W7..59 FEET (3/82)