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Home My WebLink About2276-1GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS ANU '1HE CITY OI- FONTANA PUBLIC IVORKS DEPARTT•iENT STANDARD SPECIFICATIONS DATED 1975, AND ANY REVISION THEREAFTER. 2. CONS'I'RUC"PION PERMITS SHALL BE OB'T'AINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY iVORN: WITHIN THE CI'T'Y LIMITS. 3. STATIONING REFERS TO THE CENTERLINE OF STREET EXCEPT IVIIERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH T'0 ALL ADJOINING CURBS AND SIDEIALKS. 6. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECIINICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. PAVEMENT STRUCTURAL SECTIONS SHORN ARE HINIHUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 8. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SIWALES FRO�I UNDERi`iINING STREET INPROVENENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER -MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. 9. ALL UNDERGROUND WORK SHALL BE COINPLETED PRIOR 1*0 PAVING OF THE STREETS. 10. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONT'RACT'OR TO CONS'T'RUCT THE IqORK TO THE PLAN GRADES. ALL GRADES LESS THAN 0.5% SHALL BE STAKED 12.5' ON CENTER. 11. ALL PIPES OR SUBSTRUCTURES OF A14Y KIND AND ALL TELEPHONE OR POWER POLES, PLATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCT'URE'S, ETC., SI TOWN OR NOT SI IO1YN ON THIS PLAN LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING 1,1I111 CONSTRUCTION, SHALL, iiE RELOCATED BY OTHERS. . IT SHALL BE THE CON IRACTOR' S RESPONSIBILITY T'0 NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SIIALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEItiER CONTRACTOR AND SHALL BE RAISED T'0 GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 13. ALL VALVE CANS AND COVERS SHALL BE COiJSTRUCTED 6" BELOW FINISiTED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR itFTER COMPLETION OF PAYING. 14. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 1S. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WIT11 ALL U'I'ILI'I'II;S AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITL'D TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED RATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 16. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 17. 'TYPE, LOCATION AND WIDTH OF DRIVF1';A1' APPROACH APRONS w1m, BE DETERMINED AT THE TiHE OF CONST'RUCTIO,d AND SHALL CONFORH IVI'T'II THE CITY OF FONTANA STANDARD DETAILS. 18. CONTRAC'T'OR IS INSTRUCTED TO REFER TO THESE PLAIDS AND THE SPECIFICATIONS, AND 1,;IiERE THERE IS 00 HAY 13E A CONFLICT SIIALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OIVNER'S REPRESENTATIVE. 19. ST'ERILANT REQUIRED UNDER ALL A.C. PAVEHENT. 20. NO CONCRETE SHALL BE PLACED UNTIL FORMS AND REINFORCING STEEL HAVE BEEN PLACE, INSPECTED AND APPROVED. 21. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO IyORK AROUND THEIR FACILITIES. 22. ALL BACKFILL COMPACTION TO BE CERTIFIED BY SOILS ENCINEER. 23. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 26. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT IVIT'IT THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IN$IEDIATELY. 28, IT SHALL BE TIIE RESPONSIBILITY OF TIIE CONTRACTOR TO NOTIFY TIIE ENGINEER AFTER THE BASE COURSE HAS BEE14 CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 29. THE CONTRACTOR SIIALL PROVIDE TO THE CITY OF FONTANA TRAFFIC LNGiNLERING UIVISION, P1101JE (714) 350-7610, A UETAII.EU TRAFFIC CONTROL PLAN IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL, CHAPTER 5, tiIANUAL OF TRAFFIC CONTROLS., FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST -EDITION. REVIEItiED A14D ACCEPTED BY THE CITY OF FONTANA, PRIOR TO THE ISSUANCE OF 1-11E CONSTRUCTION PERMIT. PAVEMENT NOTES: I. THE CITY PUBLIC WORKS INSPECTOR MAY REQUIRE AT HIS/HER OWN DISCRETION, THAT THE CONTRACTOR SUBMIT A SOILS REPORT WITH CALCULATED "R" VALUES AND GRAVEL EQUIVALENTS FOR THE VERIFICATION OF A PROPER PAVEMENT THICKNESS. 2. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS MAY BE REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will he required to assume sole and complete responsibility for job site conditions daring the -course of construction of the project, including safety of all persons and Property; that this requirement slittll be made to apply continuously and not he limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold desipr professionnl hnrnrless from any nml till linhility, rent or nllcf ed, in connection with the perforttinlice of work on this pr()ject, exceptinl; litihility t►risiug from the sale negligence of design professional. IMPROVEMENT PLANS FOR S LY SIDE VALLEY BLVD IN THE CITY LEGEND T.C. - TOP OF CURB F . L . - FWW LINE A.C. - ASPHALT CONCRETE B.W. - . BACK OF WALK EX. - EXISTING F.S. - FINISH SURFACE C.F. - CURB FACE BENCH MARK B.M. NO. 297 , P.K. NAIL IN P.P. #622.42, N.E. CORNER SIERRA AVE. & VALLEY BLVD. ELEVATION: 1122.99 PROP. SLOPE 2:1 (MAX) --, --j t - 61M IN) 8" PRECISION CONC. BLK. 1�-- b X GROUT ALL CELLS 2"CLR.ap 14' °0 a o4 16"VERT. •4 24"HOR. • 1 CITY OF FONTANA STD. NO. 101 SAWCUT OMIT KEY 3�- CONSTRUCT CONCRETE DRIVE PER CITY OF FONTANA STD. NO. 102A - to JO i N T G.-O.C.12" GRAVEL 6" -_- U0 0 BACKFILL TO OF ��Q SURFACE EX. A.C. 28 28 AS REQ. 2-04 I N - L• • - 3"CLR. 2'-8" BLOCK WALL DETAIL NO SCALE AT W'LY CURB RETURN DRIVE T STA. 18+24.50 Colirornio Council of Civil Engineerf Uand Surveyorf . NOTES: FUTURE N'LY R/W 13' 4-7' VICINITY MAP 5- - 60' SIERRA AVE. FONTANA w,� D 5 I TA. 13.30 PHASE i VALLEY BOULEVARD � l Si E SHEET 2 SEE SHEET 3 - C STA 26+50 STA. 10+00 q INT. STA. 21f00 A SHEET INDEX N.T.S. SITE PROPOSED S' LY R/W •4AT 12" 12" 12" 420- C-2000 CONCRETE ' I 90' I I l � J f 4 AT 12" 3- 4 CIRCULAR TIES L.A.C.F.D. STANDARD NO. 2D395 CONCRETE COLLAR DETAIL NO SCALE VALLEY BOULEVARD. STA. 13.30 TO STA. 26+50 T 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, PATEST EDITION. 2. BOTTOMS OF FOOTINGS SHALL BE 12" INTO FIRM, NATURAL UNDISTURBED SOIL OR AS APPROVED BY SOIL ENGINEEP'. 3. MINIMUM UL'TI'MATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 2000 PSI. 4. CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE II. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-35 (12" MAXIMUM SIZE). S. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615, GRADE 40. 6. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90, GRADE N UNITS. 12' 5' 6.5 5.5' _ 5' 2' l�J �z -�§L%cw im. 0 CONSTRUCTION NOTES AND QUANTITY ESTIMATE 1�-- CONSIRUCT 3" A.C. OVER 4"A.B. MIN. (SEE GENERAL NOTE NO. 6) _- 6,725S.F. 14' CONSTRUCT 8" CONCRETE CURB AND 18 " GUTTER PER CONSTRUCT BLOCK WALL PER DETAIL HEREON _ 150.0 L.F. 1 CITY OF FONTANA STD. NO. 101 SAWCUT 22 3�- CONSTRUCT CONCRETE DRIVE PER CITY OF FONTANA STD. NO. 102A - VARIES LI NSCOTT, LAW AND GREENSPAN ENGINEERS FOR RELOCATION OR BREAK CONSTRUCT CONCRETE- SIDE -WALK PER CITY OF FONTANA OF t (SEE PLAN) STD. CETAILS 102-B AND 105-A EX. A.C. 28 28 AS REQ. 5�-CONSTRUCT HANDICAPPED ACCESS Ri-01P PER CITY OF 23 LOWER PORTION OF 6" STEEL WATER LINE PER MARYGOLD I (TO REMAIN I �- CONSTRUCT CONCRETE DRIVE AND CROSS -GUTTER PER BY WAGNER PACIFIC ENGINEERS FOR FUTURE NORTHERLY 24 CITY OF FONTANA STD. DETAIL 104., AOD 104A 1,050.0 S.F. AND �- CONSTRUCT CONCRETE DRIVE PER CITY OF FONTANA CONC. CURB PER DETAIL SEE SHEET 4 OF 2 SEE STD . ] 02-C EX. 6" MARYGOLD MUTUAL W.L. - 0-�- 26 8�- ( RELOCATE AS REQ'D) •4AT 12" 12" 12" 420- C-2000 CONCRETE ' I 90' I I l � J f 4 AT 12" 3- 4 CIRCULAR TIES L.A.C.F.D. STANDARD NO. 2D395 CONCRETE COLLAR DETAIL NO SCALE VALLEY BOULEVARD. STA. 13.30 TO STA. 26+50 T 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, PATEST EDITION. 2. BOTTOMS OF FOOTINGS SHALL BE 12" INTO FIRM, NATURAL UNDISTURBED SOIL OR AS APPROVED BY SOIL ENGINEEP'. 3. MINIMUM UL'TI'MATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 2000 PSI. 4. CEMENT SHALL CONFORM TO A.S.T.M. C-150, TYPE II. FINE AND COARSE AGGREGATE SHALL CONFORM TO A.S.T.M. C-35 (12" MAXIMUM SIZE). S. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615, GRADE 40. 6. CONCRETE BLOCK SHALL CONFORM TO A.S.T.M. C-90, GRADE N UNITS. 12' 5' 6.5 5.5' _ 5' 2' l�J �z -�§L%cw im. 0 CONSTRUCTION NOTES AND QUANTITY ESTIMATE NOTE: 1�-- CONSIRUCT 3" A.C. OVER 4"A.B. MIN. (SEE GENERAL NOTE NO. 6) _- 6,725S.F. 2�- CONSTRUCT 8" CONCRETE CURB AND 18 " GUTTER PER CONSTRUCT BLOCK WALL PER DETAIL HEREON _ 150.0 L.F. 1 CITY OF FONTANA STD. NO. 101 1,030. L.F. 22 3�- CONSTRUCT CONCRETE DRIVE PER CITY OF FONTANA STD. NO. 102A - 850.0 S.F. LI NSCOTT, LAW AND GREENSPAN ENGINEERS FOR RELOCATION 4a- CONSTRUCT CONCRETE- SIDE -WALK PER CITY OF FONTANA OF TRAFFIC SIGNALS AND APPURTEINANCES. STD. CETAILS 102-B AND 105-A 5,850.0 S.F. 5�-CONSTRUCT HANDICAPPED ACCESS Ri-01P PER CITY OF 23 LOWER PORTION OF 6" STEEL WATER LINE PER MARYGOLD F2� FONTANA STDS . DETAIL 104-A, Y= 5 ' , X= 4' , W= 10' -- 400.0 S.F. �- CONSTRUCT CONCRETE DRIVE AND CROSS -GUTTER PER BY WAGNER PACIFIC ENGINEERS FOR FUTURE NORTHERLY 24 CITY OF FONTANA STD. DETAIL 104., AOD 104A 1,050.0 S.F. AND �- CONSTRUCT CONCRETE DRIVE PER CITY OF FONTANA CONC. CURB PER DETAIL SEE SHEET 4 OF 3l SEE STD . ] 02-C 4 80.0 L.F. 625.0 S.F. 0-�- 26 8�- CONSTRUCT CONCRETE COLLPR PER L . A . C . F . C . D . STD. NO. 2-D393 _ I EA. ( SEE DETAIL HEREON ) CONSTRQCT 18" R.C.P. (2000-D) -- 5.0 L.F. 10 CONSTRUCT CURB INLET PER CITY OF FONTANA STD. DETAIL 121 - 1 EA. . 11 SAWCUT AND REMOVE EXISTING A.C. PAVING AS REQ. 12 REMOVE EXISTING CURB AND GUTTER 1.055 L.F. 13 REMOVE EXISTING CONCRETE DRIVEItAY 3,480.0 S.F. 14 REMOVE EXISTING CONCRETE SIDEItiALK - - 5,000.0 S.F. PROP. 2:1 SLOPE 15 REMOVE EXISTING CATCH BASIN TO JOIN EX. 5:1 1 EA. (OR WALL AS .REQ.) EX. SLOPE 16 RELOCATE EXISTING FIRE IIYDRA,�T 2 EA. X5:1 (M A X.) 17 \ RECONSTRUCT EXISTING CONCRETE STEPS 2 EA. 18 RELOCATE EXISTING ELECTRICAL PULL BOX - - 2 EA. 19 RELOCATE EXISTING - TREE IN TREEWELL PER CITY FONTANA STD. SEPERATE TREE REMOVAL PERMIT SHALL' BE OBTAINED FROM THE CITY PLANNING DIVISION PRIOR TO ANY (2:0) --REMOVALS 8 RELOCATION OF TREES *- - I I EA. RELOCATE EXISTING SIGN NOTE: 2 EA.21 CONSTRUCT BLOCK WALL PER DETAIL HEREON _ 150.0 L.F. 1 SEE 'TRAFFIC SIGNAL PLANS DWG. No. 2277 PREPARED 22 RELOCATE EX. TREES PER LANDSCAPE PLANS SUBJECT 'TO CITY BY LI NSCOTT, LAW AND GREENSPAN ENGINEERS FOR RELOCATION OF FONTANA LANDSCAPE SECTION APPROVAL. OF TRAFFIC SIGNALS AND APPURTEINANCES. 23 LOWER PORTION OF 6" STEEL WATER LINE PER MARYGOLD F2� SEE STREET PLANS FOR PARCEL MAP N0. 12433 PREPARED MUTUAL WATER CO. REQUIREMENTS. BY WAGNER PACIFIC ENGINEERS FOR FUTURE NORTHERLY 24 INSTALL STREET LIGHTS PER CITY OF FONTANA STDS. AND MEDIAN CURB CONSTRUCTION, DWG. No. 2246 &-CONSTRUCT CONC. CURB PER DETAIL SEE SHEET 4 OF 3l SEE GRADING 4 80.0 L.F. PLAN N0. 921619 FOR ON-SITE CONSTRUCTION. 0-�- 26 CONSTR ' U CT 3 C 0 UTILITY NOTES 1�-- PROTECT E RELOCATE (BY OTHERS) 6::ADJUST TO GRADE NC. R IN GUTTER PER DETAIL SEE SHEET 4 OF 4 175 L.F. �I 27 CONSTRUCT TACKED ASPHALT BERM AND SLAG MEDIAN / V e�,OFESSIp� ARIABLE THICKNESS A.C. CAP COLD PLANE 0.10' MIN. TO JOIN FLUSH. 42812 EXP. 3/31M ;,kir t APPROVED FOR PHASE I CONSTRUCTION ONLY. CIVIL OF CP+1-�