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Home My WebLink About2910-1a :4 kviii I a 2 19 ► ►• • •► 1 9Vi •► 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. TfttS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY, OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK M THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND IN PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED IN VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 3. THE ENGINEER PREPARING THESE PLANS SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. STREET IMPROVEMENT CLANS FOR SHADOW DRIV.F FROM 2951028 E/O RANCHERIAS DRIVE Iff ,. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE ,HE USE OF ASBESTOS DRIFTWOOD DRIVECEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATIONS HEREON OF ANY SUCH PRODUCT IS AT THE SOLE DIRECTION OF THE JURISDICTION AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTIONS AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL ADHERE TO ALL O.S.H.A. AND E.P.A. GUIDELINES TO MINIMIZE HEALTH HAZARDS. 5. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURSES ONLY, CONTRACTORS SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSE FOR DISCREPANCIES IN FILIAL CONSTRUCTION QUANTITIES. !�. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY, PFEILER do ASSOCIATES ENGINEERS, INC. SHALL BE NOTIFIED AT ONCE. REVISIONS AND/OR DEVIATIONS FROM THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION OF SUCH REVISION OR DEVIATION IN THE FIELD. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF CONDITIONS. 7. CONTRACTOR IS TO NOTIFY "UNDERGROUND SERVICE ALERT" AT 1 (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR TO START OF WORK SO AS TO HAVE LOCATION OF UNDERGROUND UTILITIES LOCATED AND MARKED FOR CONSTRUCTION / SAFETY COORDINATION. 8. CONTRACTOR SMALL COMPLY WITH REWREMENTS OF FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS PERTAINING TO CLEAN AIR AND CLEAN WATER ACT. 9. EXCEPT IN AN EMERGENCY, EVERY PERSON PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTIFICATION CENTER, AT LEAST TWO (2) WORKING DAYS, BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS, PRIOR TO COMMENCEMENT OF THE EXCAVATION. SECTION 4216.2(A) CHAPTER 3.1, DIVISION 5, TITLE 1, CALIFORNIA CODE. 10. ALL AGENCY REQUIREMENTS SET FORTH ON ANY PERMITS REQUIRED FOR CONSTRUCTION OF THIS PROJECT WHETHER REFERENCED HEREIN OR NOT, SHALL BE COMPLIED WITH AS IF THEY WERE PART OF THESE PLANS AND SPECIFICATIONS. PFEILER do ASSOCIATES ENGINEERS, INC. SHALL NOT BE RESPONSIBLE FOR CONTRACTORS NON-COMPLIANCE. 11. PRESERVING ANY AND ALL CONS'TRtJCTION SURVEY STAKES AND MARKS FOR THE DURATION OF THEIR USEFULNESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IF, IN THE OPINION OF THE ENGINEER, SURVEY STAKES OR MARKS HAVE BEEN CARELESSLY OR WILLFULLY DESTROYED OR DISTURBED BY THE CONTRACTOR THE COST OF RESETTING THEM SHALL BE BORNE BY THE CONTRACTOR. IF THE CONTRACTOR ELECTS NOT TO HAVE THE STAKES RESET, HE AGREES TO ACCEPT FULL RESPONSIBILITY FOR THE LINE AND GRADE OF THE FINISHED WORK. 12. THREE CONSECUTIVE SURVEY STAKES OR MARKS ON THE SAME SLOPE SHALL BE USED TO DETERMINE A STRAIGHT GRADE. ANY VARIATIONS FROM A STRAIGHT GRADE SHALL BE REPORTED TO THE ENGINEER. IF THE CONTRACTOR ELECTS NOT TO REPORT VARIATIONS IN GRADE, HE AGREES TO ACCEPT FULL RESPONISIBUM FOR THE GRADE OF THE FINISHED WORK. 1-800-227-2600 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGS T❑ EXCAVATING �- kGA �� UNDERGROUND SERVICE ALERT EF SOUTH+ CAL F Mft BEFOB£ EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-227-2600 CONST. 4" P SIDEWALK PE STD. 1015 INDEX TO SHEETS N S It SIM i TM.E r SHEET 2 PLAN AND PROFRE SHEET 3 SIGNING AND STRIPING V11911M,2 '.M.; P IAM fNGfl4FXX% NC. 660 N. Diamond Bar Boulevard, Suite 100, Diamond Bar. Co 91765 Telephone (909) 860-5850 Fax (909) 860-3967 U f .V.V. w%j V- %.JLwlVI PER CITY WITH 6x6 WWF REINFORCEMENT STD. 1003 OVER 6" C.A.B. 0 95% COMPACTION OVER 12" (MIN.) 95% COMPACTED NATIVE SOIL REFER TO CITY STD. 1014 FOR CONSTRUCTION SPECS. TYPICAL SECTION SHADOW DRIVE SCALE 1 "= 5' STREET CONSTRUCTION NOTES ESTIMATE,- OF QUANTITY 1O REMOVE D(. CURS & GlliTEJt...................................... .2l1 LF. 2O REMOVE Q(. SIDEWALK ........................................... 1.166 S.F. 3Q SAWCUT 12" BEYOND REMOVALS. CONSTRUCT NEW S&N BEWA WINO FRVT SLOVs AT OF GUTTER. . . . . . . . . . . . .. . . . . . . . . . . .. . .. . ... . . . . . . . . . . . .. . . . . 343 LF./343 S.F. V CONSTRUCT NEW 4" P.C.C. SIDEWALK PER CITY, STD. 1015. . . .. . . . . . . . . . .. . . .. . 1,428 S.F. J CONSTRUCT NEW a' P.C.C. CURB PER CITY STD. 1003. . . . . . . . . . . . . . . . . . . . . . . .213 L.F. 6a SANTA ANA AV= 0 a STANDARD 1014. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,466 S.F. 7O CONSTRUCT RADIUS TYPE COMMERCIAL DRNEWAY PER CITY STD. 102-C . .......... .660 S.F. o REDONE EXISTING DRIVEWAY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHAPARRAL Q CONSTRUCT SIDEWALK DRAIN PER CITY STD. 124-A ELEMENTARY . . . . . . .2 EACH 1� MRUI'A AT . . . . .. . 1 EACH SCHOOL SIDEWALK LANDING AT RAMP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75 S.F. SITE i V11911M,2 '.M.; P IAM fNGfl4FXX% NC. 660 N. Diamond Bar Boulevard, Suite 100, Diamond Bar. Co 91765 Telephone (909) 860-5850 Fax (909) 860-3967 U f .V.V. w%j V- %.JLwlVI PER CITY WITH 6x6 WWF REINFORCEMENT STD. 1003 OVER 6" C.A.B. 0 95% COMPACTION OVER 12" (MIN.) 95% COMPACTED NATIVE SOIL REFER TO CITY STD. 1014 FOR CONSTRUCTION SPECS. TYPICAL SECTION SHADOW DRIVE SCALE 1 "= 5' STREET CONSTRUCTION NOTES ESTIMATE,- OF QUANTITY 1O REMOVE D(. CURS & GlliTEJt...................................... .2l1 LF. 2O REMOVE Q(. SIDEWALK ........................................... 1.166 S.F. 3Q SAWCUT 12" BEYOND REMOVALS. CONSTRUCT NEW 6" A.C. OVER 6" A.B. BETWEEN SAW -CUT LINE AND NEW EDGE OF GUTTER. . . . . . . . . . . . .. . . . . . . . . . . .. . .. . ... . . . . . . . . . . . .. . . . . 343 LF./343 S.F. V CONSTRUCT NEW 4" P.C.C. SIDEWALK PER CITY, STD. 1015. . . .. . . . . . . . . . .. . . .. . 1,428 S.F. J CONSTRUCT NEW a' P.C.C. CURB PER CITY STD. 1003. . . . . . . . . . . . . . . . . . . . . . . .213 L.F. 6a CONSTRUCT 8" P.C.C. PAVEMENT PER TYPICALSECIT" AND CITY STANDARD 1014. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2,466 S.F. 7O CONSTRUCT RADIUS TYPE COMMERCIAL DRNEWAY PER CITY STD. 102-C . .......... .660 S.F. 8 REDONE EXISTING DRIVEWAY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .816 S.F. Q CONSTRUCT SIDEWALK DRAIN PER CITY STD. 124-A SIZE2. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2 EACH 1� CONSTRUCT DISCHAR" STRUCTURE PER CITY SID. 124 . . . . .. . . . . . .. . . . . . . .. . 1 EACH 11 SIDEWALK LANDING AT RAMP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .75 S.F. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CRY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. 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 PUBW I404T-of-WAY Wn-HNN THE CITY LMTS. CALL (909) 35G-7610 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES,, CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. S. STATION!!iG REFERS TO THE OF SIIIE£T EXCEPT WHERE O ISE NOTED. !L. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. TIS€ LOCATIONS OF UTIIJTl€S SHOWN KWE BEEN D F''RM AVAftARLE INTC1RWIATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO WORKING DAYS BEFORE EKCAVATK AL 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. THE CONTRACTOR SWILL COORDMNATE CONSTRUCTION WITH ALL UTEITY COMPANIES INCLUDMKi, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 10. AS -BUILT DrUlklymVINGS5 S OLL BE PROVIM BY THE ffRACTOR 70 THE ENgN€Qt OF RECORDS, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION ARID SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL lAIMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RES X UTION. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE StNiF/K;ES SHALL CONFORM IN GRADE, COLOR AND FLASH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE L BE PL/IM UN'M 7W FOfM AND 111MOINANG STM HNAIE SEM PLS, INSPECTED AND APPROVED. 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CAUFORNIA. TRENCHES LESS THAN FIVE" (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS' FOR GROUND MOVEMENT. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT FOR PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. I& NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 19. THE CONTRACTOR SWI NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRA'S TO 8E D€F%=fE8 ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL.. 20. IT SHALL BE THE RESPONSWM OF THE CONTRACTOR TO MA161TAIN BAPJUCADES. DE31NEATORS Oft OTHER TRAFFIC CONTROL AT ALL TIMES. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REOUTRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DAY IS OBTAINED. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CfTY ENGINEER. 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKMNG DURING CONSTRUCTKK 24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS. MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 2L REMOVAL AND REPLACEMENT OF DOSTM SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUME14T TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THE CONSTRUCTION SO THAT TIES TO MONUMAENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 27. PAVEMENT STRUCTURAL. SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CfTY ENGINEER AS DETERMINED BY SOILS TENS TAKEN AFTER COMPLETATiON OF ROUGH GRADING. 21L ACTUAL. THICKNESS OF A.C. PAVEMENT AND/OR SASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MMNMlM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTIAL AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 31. THE SEWER CONTRACTOR SHALL STAMP AN "r MI THE FACE OF THE CUM AT THE LOCATION OF THE SO= LATERAL 32. THE CONTRACTOR SHALL PROVIDE AND NPAITA IN AN EFFECTIVE MEANS OF DUST CONTROL. INCLtUDI IG AUMMU KM WATERING, AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "WJLT.C.H. MORAC, LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TWfFNC EN604EER. 34. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SWILL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRtCADES. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 31L ALL GRADIWG OPERATIONS SHALL BE DISCONT AJED WHEN S-11-11ST-A-M&D WOW VEOC91ES EXCEED 25 MLO PER H010. 37. CONTRACTOR SHALL RELOCATE AND/OR ROViCE LAM'DSCAPM, SPR WLE'RS AND MILKS A"TC1i'n IN M CONSTRUCTION OF THE CITY ENGINEER. C-9