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HomeMy WebLinkAbout4512-11. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY 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. WHEN A TECHNICAL 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 IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 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 PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. 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 THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES AF 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 CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXIST FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 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. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. 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 STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD ,SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE 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 THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACK FILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 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 FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVES AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. LEGAL DESCRIPTION. - LOT B OF TRACT 1928, UV THE CITY OF fONTAAK COUARY OF SAN BERNARA►NQ STATE OF CAUFORNA AS PER AUP RECORDED IN BOOK 28, PAGE 7 OF AMPS, UV THF OI 7CE OF THE COUNTY RECORDER OF STUD COUNT): ALSO KNOWN AS- 17538 COURT STREET (VACANT LAND), FONTAiK CA AP. 10190-301-02 STREET IMPROVEMENT PLANS PARCEL MAP No. 18143 IN THE CITY OF FONTANA GENERAL NOTES (cont) 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING, 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE 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. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELbCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ZION SHEET INDEX 1 1 T17 2 I COURT & TAMARIND BASIS OF BEARING THE BEARING OF N 0013'56" W, AS SHOWN ON PARCEL MAP No. 4543, P.M.B. 43, PG. 16. THE CA BEARING FOR TAMARIND AVENUE WAS USED AS THE BASIS OF BEARING FOR THIS MAP. BENCHMARK: TOP FIRE HYDRANT SE CORNER OF COURT & TAMARIND ELEV = 1346.88 Q7 QUANTITIES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONSTRUCTION ITEMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. CONTRACTOR'S RESPONSIBILITY FOR SAFETY IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF FONTANA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL TOLL FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. UTILITY COMPANIES ELECTRICITY: SO CAL. EDISON (909)592-3718 GAS: THE GAS COMPANY (909)335-3919 SEWAGE: CITY OF FONTANA (909)350-6632 WATER: SAN GABRIEL WATER COMPANY (909)822-2201 TELEPHONE: PACIFIC BELL (800)310-2355 CAN ADELPHIA (800)538-4770 CONSTRUCTION NOTES: W(ollpffrAff1w,FWA 01 S4WCUT EXISTING AC 160 LF. Q2 REMOVE EXISTING AC 700 S.F. © CONSTRUCT 6" CURB & 18" GUTTER PER CITY ST'D 1000. 122 LF. ® CONSTRUCT 4" ANN. A.C. OVER 12" MIN. OF 95X COMPACTED NATIVE SUS 57 TON © COLD MILL 0.10 80 SF Q CONSTRUCT 5'-0" WIDE SIDEWALK PER CITY STD 1006,__4 10 SF ® CONSTRUCT REVA MIAL DRIVEWAY APPRQACH PER CITY STID 1002. 2?a SF. 90 CONSTRUCT NEW VARIABLE THICKNESS A. C. OVERLAY Q G yo 5,F. OWNER f DEVELOPER ROHIT BHA714 19745 CIOLIAM RW STE. 12 ROWLAND HOGM, CA 91746 ENGINEER aT.K. W. 8880 BENSAN AVE STE 100 AAONTCLAIR, C;L 9176.3 (909) 949-1791 ARCHITECT ANDRESEN ARCHITECTURE, Inc. 17087 ARMIGE WAY ft7lNTNA CA (909) 869-1370 LEGEND AND ABBREVIATIONS DF. MILLER AVENUE JL R/W RIGHT OF WAY FAIRFAX ST. SEVER MANHOLE TC TOP OF CURB FL FLOW UNE FG Z BCR a W Lv FAIRVIEW RD. Z � z EDGE OF PAVING > Q GB GRADE BREAK FS SITE EXISTING FIRE HYDRANT -w - WATER UNE Q SANITARY SEVER - E - COURT ST. EXISTING WA IVR VAL VE EVS71NG STREET LIGHT ON POR RR POLE Ld A J MALAGA ST. MALAGA CT. Q Q OL FDDTHIL BL V.D. 2 I COURT & TAMARIND BASIS OF BEARING THE BEARING OF N 0013'56" W, AS SHOWN ON PARCEL MAP No. 4543, P.M.B. 43, PG. 16. THE CA BEARING FOR TAMARIND AVENUE WAS USED AS THE BASIS OF BEARING FOR THIS MAP. BENCHMARK: TOP FIRE HYDRANT SE CORNER OF COURT & TAMARIND ELEV = 1346.88 Q7 QUANTITIES ESTIMATES AREA PROVIDED FOR THE INFORMATION AND CONVENIENCE OF THE DEVELOPER ONLY. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY ESTIMATING QUANTITIES OF ALL CONSTRUCTION ITEMS AND MATERIALS REQUIRED FOR THE COMPLETION OF THE PROJECT. CONTRACTOR'S RESPONSIBILITY FOR SAFETY IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF FONTANA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF FONTANA. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THIS MAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES AS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL CALL TOLL FREE, 1-800-422-4133 TO VERIFY THE UNDERGROUND LOCATION OF GAS AND TELEPHONE LINES AT LEAST 48 HOURS PRIOR TO THE START OF EXCAVATION. UTILITY COMPANIES ELECTRICITY: SO CAL. EDISON (909)592-3718 GAS: THE GAS COMPANY (909)335-3919 SEWAGE: CITY OF FONTANA (909)350-6632 WATER: SAN GABRIEL WATER COMPANY (909)822-2201 TELEPHONE: PACIFIC BELL (800)310-2355 CAN ADELPHIA (800)538-4770 CONSTRUCTION NOTES: W(ollpffrAff1w,FWA 01 S4WCUT EXISTING AC 160 LF. Q2 REMOVE EXISTING AC 700 S.F. © CONSTRUCT 6" CURB & 18" GUTTER PER CITY ST'D 1000. 122 LF. ® CONSTRUCT 4" ANN. A.C. OVER 12" MIN. OF 95X COMPACTED NATIVE SUS 57 TON © COLD MILL 0.10 80 SF Q CONSTRUCT 5'-0" WIDE SIDEWALK PER CITY STD 1006,__4 10 SF ® CONSTRUCT REVA MIAL DRIVEWAY APPRQACH PER CITY STID 1002. 2?a SF. 90 CONSTRUCT NEW VARIABLE THICKNESS A. C. OVERLAY Q G yo 5,F. OWNER f DEVELOPER ROHIT BHA714 19745 CIOLIAM RW STE. 12 ROWLAND HOGM, CA 91746 ENGINEER aT.K. W. 8880 BENSAN AVE STE 100 AAONTCLAIR, C;L 9176.3 (909) 949-1791 ARCHITECT ANDRESEN ARCHITECTURE, Inc. 17087 ARMIGE WAY ft7lNTNA CA (909) 869-1370 LEGEND AND ABBREVIATIONS DF. CURB FACE R/W RIGHT OF WAY Q SEVER MANHOLE TC TOP OF CURB FL FLOW UNE FG FINISH GRADE BCR BEGMINUVG OF CURVE ECR END OF CURVE EXJST EXISTING EOP EDGE OF PAVING PVIIIT PAVEMENT GB GRADE BREAK FS FINISHED SURFACE EXISTING FIRE HYDRANT -w - WATER UNE -ss- SANITARY SEVER - E - CENTERLINE EXISTING WA IVR VAL VE EVS71NG STREET LIGHT ON POR RR POLE