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Home My WebLink About5084-15�i f,UJBtAI N07ESc 1. ALL WORK SHAH. 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 MEQ 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. R 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 SHAM 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 FOR GROUND MOVEMENT EXISTS. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WT ROUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, If SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMIN& 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 CALTRANNS. 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 AUTHOIRIZATION. 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 BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE C17Y ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REED CML EMNEER 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 SHAM 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 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 SWAIL S FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-EROQABL E SWALES ENTERING OR LEAVING IMPROVEMENTS. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 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 GRADL:, COLOR AND FlNISFI TO MATCH EXISTING CONCRETE 27. THE SEWER CONTRACTOR SHALL STAMP AN IT 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. 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 BIOSE 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 MANHOLE'S, CLEANOUT FRAMES, COVERS AND VALVE LOXES SHALL BE REUSED 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, FENCING 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. CITY OF RWAM UMff NOTMWN UST: CITY OF FONTANA S.B.C. INC. ATTN: BRIAN WREN 3939 E (ORONADO STREET 8353 SIERRA AVENUE ANAHEIM, CA 92807 FONTANA, CA 92335 (714) 666-5500 (909) 350-6632 END VERTICAL CURVE LP UNDERGROUND SERVICE ALERT S0. CALIF. GAS COMPANY ( ) 422-4133 1981 W. LUGONIA AVENUE POINT OF INTERSECTION REDLANDS, CA 92374 COMCAST (CABL.E N ) 909) 335-7547 1205 DUPONT AVE EMERGENCIES: (800) 427-2200 ONTARIO, CA 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA 92376 VERIZON - UNDERGROUND 1400 E PHILIPS BLVD. 9ml820-5598 09 875-5100 - TRANSMISSION ONTARIO, CA 91766 () 422-4133 213 637-1233 - PIPELINES 909 357-6505 - DISTRIBUTION 800 422-4133 FONTANA WATER COMPANY ATTN: MICHAEL. J. McGRAW ADELPHA 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 ONTARIO, CA 91761 (909) 822-2201 (714) 666-5500 FAX.- (909) 823-5046 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO (909) 463-9580 MGNM IV07U TO COWMCM THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT., THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL UNWOmm mANCES AND tM THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CITY OF FONTANA MARYGOLD AVENUE STREET IMPROVEMENT PLANS L s _L -1 w I'a REVISION DESCRIPTION SFI" CONSTRUCRON OF REQUIRED. _---MOMOM NOTcommmaW1TH1N TWO YE4RS OF i DATE OF .. • • -__- BRING isW INTOI CONFORMANCE CONDITIONS AND STANDARDS IN SHCT SHEET INDU TITLE SHEET MARYGOLD AVENUE SHEET 1 SHEET 2 SEE SHEEP 2 LEGEND: INDICATES REMOVE do REPLACE EXISTING A.C. PAVEMENT INDICATES GRIND & OVERLAY EXISTING AC. PAVEMENT r'7-7,77, INDICATES R&R EXISTING DRIVWAY INDICATES CENTERLINE INDICATES RIGHT-OF-WAY UNE - INDICATES EXISTING IMPROVEMENTS --{1300}-- INDICATES EXISTING CONTOUR UNE #-- STREET LIGHTS DIRECTION OF FLOW FIRE HYDRANT CO CATCH BASIN FL FLOW UNE Rii RIGHT OF WAY BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE LP LOW POINT LOC LENGTH OF CURVE PI POINT OF INTERSECTION TC TOP of CURB FS FINISH SURFACE EC END CURVE BC BEGIN CURVE BCR BEGIN CURB RETURN ECR END CURB RETURN MOC MIDDLE OF CURVE PRC POINT OF REV. CURVE BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PLAN WAS TAKEN FROM THE CENTERLINE OF MARYGOLD AVENUE AS SHOWN ON TRACT 13773, M.B. 266179-81, M.B. 304/38-44, BEING N89'34'14 E SITE BENCHMARK 1 I.P. AT THE INTERSECTION OF MARYGOLD AVE. AND ALDER AVE PER CITY OF FONTANA SEWER PLAN DRAWING NO. 2745 (SHEET 4). ELE1/ATIOM Q�pF ESS /O P. CASp - Z ul No. 78044 m 1� j Exp. 9/30/15 j -y V I LJ I UNION PACIFIC RR VICINITY MAP N.T.S. RAN DALL AVE SAN BERNARDINO AVE PROSECT LOCATION RIW LT RIW RT 63'-66' 30'-33' 33' I 4.5' 18'-22' 22' 11' 5' MIN. 5' MIN. 3 2 IL VARIS. '• �i-IIF=�II-i 1 1. All j MARYGOLD AVENUE - VAR. WIDTH RNV TMM SECTION NTS CONSTRUCTION NOTES. ESTIMATE OF QUANTMES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THBR OWN QUANTITIES AND BID A COMPLETE JOB. �1 - CONSTRUCT 4* AC PAVEMENT (MIN) OVER 1Y OF 95X COMPACTED NATIVE SOIL .............................. 110 TONS (SEE GENERAL NOTE 31 do 32� Q- CONSTRUCT 8' PCC CURS do GUTTER PER CITY STD. DWG. N0. 1000 .........................................532 LF. O3- CONSTRUCT' 4 PCC SIDEWALK PER C11Y SPD. DWG. N0. 1006. WIDTH dt TYPE AS SHOWN ON PIAN.......... 1794 S.F. 4o- CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN N0. 1004 .............................................2 EA 5�- CONSTRUCT PCC DRIVE APPROACH PEI? CITY STD. DWG. N0. 1002. W=12' UNLESS NOTED OTHERWISE .......683 S.F. (SEE GENERAL NOTE 25) 6a- SAWCUi AND REMOVE IXfSTING AC PAVING TO A CLEAN STRAIGHT UNE .................. (675 LF SAW CUT) 3571 S.F. REMOVHi. 7o- REMOVE AND RE -INSTALL EXISTING STREET SIGNS PER CITY STD. DWG. N0. 4003 ............................ 3 EA. (SEE GENERAL NOTE 34) 0- ADJUST WATER VALVE COVER TO GRADE PFJt CITY SPD. DWG. N0. 6000 ...................................... 5 FA (SEE GENERA!. NOTE 33) O9 -REMOVE DOSfING CURB AND GUTTER .........................................................................127 LF. 10 REMOVE EXISTING SIDEWALK..................................................................................155 S.F. 11 GRIND 0.10' ADN, 5.0' WIDE AND OVERLAY ...................................................................3,320 S.F. GRIND 12 REMOVE EXISTING FENCING do REPLACE WITH NEW LIKE KIND FENCING WITH SIMILAR FOUNL1AilONS, ..........600 LF. DIMENSIONS, FINISH AND COLORS (SEE GENERAL NOTE 35) 13 REl10VE DfISTiNG CROSS GUTTER h RECONSTRUCT PER CITY SPD. PLAN N0. 403 ............................ 1 EA. 14 REMOVE AND REPLACE IXISTING DRIVEWAY (APPROX. 10 LF.) TO THE SATISFACTION OF THE CITY ENGINEEIt .. 4 EA 15 COORDINATE WITH SAN GABRIAI. VALLEY WATER FOR THE RELOCATION OF WATER METERS BEHIND SIDEWALKS.. 5 EA. PER CITY STANDARDS. Prepared Under The Supervision oh Noel A Castillo, R.C.E 78044 (Expires 9/30/15) -713,011-41 DRAWN 13Y.- MW Y:MW DESIGNED BY: MW CHECKED BY: MW CRY OF FONTANA, CALIFORNIA STREET IMPOVEMENT PLANS MARYGOLD AVENUE BARDYAVE •ALDER AVE \ DATE: 7 -3/ - CITY -3l'CITY ENGINEER R.C.E 51152 SCALE- AS CALEAS NOTED DATE-- JULY, ATEJULY, 2014 DRAWING NO.: � 5084