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Home My WebLink About4184-1STREET IMPROVEMENT CONSTRUCTION NOTES 1615\3 1. 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 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 CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT - 9. NO ATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A S=,RATE 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 ELE�,VXiION 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 SURVEYCONTROL, 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 BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23- A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL 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 NOWERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. IRRIGATION 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED 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 STREET& 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 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 RELOCATE 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. (ASP ----------------- 0 v v \ FOOT I # 04-019/CUP P)ou VARD 04 CONSTRUCTION NOTES & QUANTITY ESTIMATE (D CONSTRUCT MIN, 6,5r AC OVER 12' MIN, COMPACTED NATIVE SUBGRADE (95%) 8 2 GRIND & OVERLAY WHERE INDICATED ON PLAN (VAR, THICKNESS) 3 CONSTRUCT 8' CURB AND GUTTER PER CITY STD, 1003 1_4 \ SAWCUT & REMOVE 1' MIN. FROM EDGE OF PAVEMENT CONSTRUCT COMMERCIAL D/W APPROACH PER CITY STD, 1005A STREET LIGHT, POWER POLE (PROTECT IN PLACE) CONSTRUCT COMMERCIAL SIDEWALK PER CITY STD 1015, P=13' REMOVE EXIS, CURB REMOVE EXIS. R,C, SIDEWALK CONSTRUCT 6' AC DIKE PER CITY STD 136 RELOCATE WATER METER BY OTHERS CONSTRUCT 2- AC P'AVEMENT FIRE HYDRANT TO BE RELOCATED BY OTHERS 1A SHEET INDEX STREET NAME SHT. TITLE SHEET 1 FOOTHILL BLVD 2 DESCRIPTION 0019) 600 SF 120 SF 8 LF 60 LF 1 EACH L.S. 720 SF L.S. L.S. 20 LF L.S. 120 SF ui F., MILLER AVE. F NTANA FOOTHILL 8LVD. Li uj w Li uj Li >< >< ARRLW� BLYD, WHITTRAM CT. MER RILL AVE. RANOALL rr AVE. ol z La cr_ cr_ w 0 W SAN BERnRDINO AVE. I VICINITY MAP, LOCATION MAP & INDEX MAP, SHEET INDEX PLAN AND PROFILE LOCATION MAP N.T.S. VICINITY MAP N.T.S. 00.sml &Q= TO Qwm 1. irHE EXISTENCE AND LOCATION OF ANY UNDERCROUND UTILITY PIPES OR STRUCA52ES SHOWN ON 7HESE PLANS Wf RE 00)AINED 8Y A SEARCH OF A VAILABtf - RECORDS JrAIESE LOCA 71ONS ARE APPROZIMAhE AND SHALL BE CONf 7RUED IN TNE FIELD SY THE CONTRACTOR, SO T71AT ANY MCCESSARY A6U4Y5hUENr CAN OF IWADE IN ALIGNUENr AM91OR GRADE OF TYE PROPOSED IMPRO11EMENT hHE CONIR4CIOR /S R60tIlRE0 TO TAKE DUE PRE6AURONARY MEAStIRES 70 PROTECT ANY urluTy Lms sHomv AN9 ANY OTHER ims Nor OF RECORD OR Nor swomv o1v inf-sc PuNs 2 C4Rf- 511OULD bE b1,,lrZ_N 70 PREVENT ORADED 01ACIIES AND SWAZES FROM IINVERMINING S7RE_E`7* 1UPI?0VEUENIS UPON INSPFC170N OF MIE SITES THE CITY ENGINEER MAY RLEOUIRC TEMPORARY GUNITE S&AtES, ENTERING OR J. ALL ARE -AS SHALL SLOPE A UINIXIM OF I.OX TO STREFTS, DRIVE OR SWALE UIVLE55 OhHERWISE NOTED. 4 OUANTITICS SHOWN Hf RE_ ARE FOR PLAN CHE-06ING PURPOSES ONL Y C0N,7R4 CAOR IS RESPON5181 E TO PERFORM HIS OWN 06ANTITES TAKEOFF 5. CONTRACTOR ACRE -CS ThAr //F Sl-lAtL ASSUVE SOLE AND COUPZETE RESPONS181LITY FOR dOig SITE CONDIRONS; 061RING 7HE COtIRSE OF CON57RUC77ON OF 7HIS P60,IECT INCLUDING S4FETY OFALL PERSONS AND FROFERIY, THAT 71 -IE fit`OUIREUENTS SI -0 L L APPL Y CON71NUOUSL Y AND NO T RE L IUIrED 70 NORMAL WORKING HOURS; AND THE CONTRA CTOR SAIAIL D6FEND, 1NDLcUN1,cY AND /10tD 17 -IE C17Y OF FONIAAA ANO THE ENGINEE? AlARUI-ESS FROM ANY AND ALL LlAgILITY, RE -41 OR ALLECE9, IN CONWE6710N W17H 7HE PERFORMANCE OF MORK ON THIS PROLIZECT, EXCERRNO FOR ZlAgIL17Y ARISINO FROU 771E SOLE NECtIGENCE OF fi9F CITY Of - RIVERSIDE OR rNE ENGINEER