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HomeMy WebLinkAbout5254-1GENERAL NOTES 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 CIN 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 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 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 NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 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 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 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. CITY OF FONTANA STREET IMPROVEMENT PLANSLu PROJECT srrE Q APN• 0234-061-04 I W SAN BERNARDINO AVENUE Q ;Q? ALMOND AVENUE ! z WLi zm)z In Li 3 0 �`' j w aLLI z 1 1 1 > > i� I I l O ¢ ¢ / ¢ /))j Z Lill M:: : SCALE: 1" = 100' I I1 W 10 o BLVD. m! }J tt+ ULm a +1 *1 ! +1i t � IL V i t t+102M t 1 +t j _u +t --32+ z!> -06-M + 0- SAN BERNARDINO FRWY. co AVENUE SLOVER + t + 1 t + i 10 t Fes- --------- I ��F 1 {\ 1' - -- +t 1 t ' , VICINITY MAP t i w E A"P 2 Win, ! (� �`! �+ 1 t NOT TO SCALE INDEX MAP SCALE: 1 "=100' W'LY E'LY GENERAL NOTES FOR STREET LIGHT PLANS R/W 68' R/W 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 34' CL 34' 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS ON A 6 FT. OR 8 FT. MAST ARM. 15 FT. MAST ARM REQUIRED FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE 1' 5' INSTALLATION. 12' 22' I 26' $' MIN. MIN. 3. ANY CHANG IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS IS SUBJECT TO VARIES VARIES - 22' TO 26' EXIST. IMPROVEMENTS a APPROVAL BY THE CITY ENGINEER. I 8' TO 12' • • (STA. 21+76.10 1 STA. 23+25.94) � N EXIST. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS, A MINIMUM OF 4 W 11 PVMN. FT. UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. 5' 22'± 4 1� SAWCUT & REMOVE L 5. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STD. PLAN N0. 404. 3 ' S' I VARIES MIN. 2.0% 2%-2.8% 2%t GRIND 0.10' MIN. & _y T `- NEW PAVEMENT OVERLAY 0.10' MIN. r I - SECTION - L -ii h=1 i PROPOSED PROPOSED CONSTRUCTION NOTES QUANTITIES SIDEWALK PROPOSED"il= AC PAVEMENT LAP JOIN DETAIL C & G ALMOND AVENUE NOT TO SCALE 1O CONSTRUCT 5.5 -(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL TYPICAL SECTIONWM) COMPACTED TO 95%. (SEE GENERAL NOTES 31 & 32). -------------------12,026 S.F. T1 -7.92O CONSTRUCT 8" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. --------- 458 L.F. 3O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=5'). ----- 3,288 S.F. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS ® SAWCUT AND REMOVE EXISTING AC PAVEMENT. -----------------------13,140 S.F. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN O CONSTRUCT INDUSTRIAL DRIVEWAY, (W=PER PLAN) PER CITY STD. NO. 1002. --- 2 EA. ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON © ADJUST WATER VALVE TO GRADE. ----------------------------- 1 EA. THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER 0 INSTALL 9,500 LUMEN HPSV (100 WATT, #10) STREET LIGHT PER CITY STD. PLAN NO. 404.--- 3 EA. ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR LEGEND STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. ® INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001. --------------- 1 EA. A.C. ASPHALTIC CONCRETE (R) RIDGE LINE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY O9 APPLY THERMOPLASTIC STREET CENTERLINE TO MATCH EXISTING STRIPING. ----------- 1 LS. B.C. BEGIN CURVE FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS B.V.C. BEG. VERTICAL CURVE TAN RIGHT OF WAY PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY O REMOVE EXISTING POWER POLE (BY OTHERS). ------------------------ 4 EA. B.W. BACK SIDEWALK T.C. TOP OF CURB CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE C.B. CATCH BASIN 11 COLD MILL EXIST. AC PAVEMENT AND CONSTRUCT MIN. 0.10' A.C. PAVEMENT - - - - - - - - - - 3,494 S.F. C.L.CENTERLINE W WIDTH CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER E.C. END CURVE V VERTICAL DEPTH HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE OVERLAY (5' MIN. WIDE); FEATHER FOR SMOOTH JOIN. SAW -CUT MIN. 1' WIDE E.P. EDGE PAVEMENT (590.69) INDICATES EXISTING ELEVATION PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE ALONG EXIST PAVEMENT EDGE. E.G. EDGE GRADE 590.69 INDICATES PROPOSED ELEVATION SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. E.V.C. END VERTICAL CURVE [590.69] INDICATES FUTURE ELEVATION CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL F.L. FLOW LINE INDICATES SLOPE 2:1 DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS F.S. FINISH SURFACE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY G.B. GRADE BREAK D AC PAVEMENT DISCREPANCIES. BEOf#&M OF WORK MEANS ACCEPTANCE OF CONDITIONS. H.P. HIGH POINT ® REMOVAL INV. INVERT O.C. ON CURVE ® COLD MILL CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. P.C.C. PORTLAND CEMENT CONCRETE EDGE OF PAVEMENT CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. ENGINEER: OWNER f DEVELOPER: THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR MADOLE AND ASSOCIATES, INC. HTC SSM c/o Ig TRIIICKM NC. CITY OF FONTANA UTILITY NOTIFICATION LIST UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS SHALL CONStLTM CIVL IENGIINIEEFIS 3281 E. GUASTI ROAD, SUITE 700 SEWER# CAE E- ELECTRIC: BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. AND LAND PLANNERS ONTARIO, CA. 91761 CRY OF FONTANA TIME WARNER CABLE SOUTHERN CALIFORNIA QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. 9302 PITTSBURGH AVE., SUITE 230 PHONE: 951.712.0050 8353 SIERRA AVENUE 1205 DUPONT AVENUE EDIBONCOMPANY CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO RANCHO CUCAMONGA, CA 91730 FONTANA, CA 92335 ONTARIO, CA. 91761 7951 REDWOOD AVE. BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN PHONE: 909.481.6322 PHONE:9099.. 357.6221 PHONE 909.350.6632 PHONE: 909.390.4738 A, 92336 FINAL CONSTRUCTION QUANTITIES. CO�T CONTACT: MARK TONE PHONE: GAS TE ET14ORE- WATM BOUiFHNR CALIFORNIA GAS CO. AT+T FONTANA WATER COMPANY BENCH MARK: BM /6-08 BASIS OF BEARINGS: 16231 VALLEY BLVD. 11464 TELEGRAPH ROAD 844 NUEVO AVENUE SAN BERNARDINO COUNTY BENCHMARK THE BEARING OF N89'38'11'E' ALONG ASP # 14-045 FONTANA, CA 92335 SANTA FE SPRINGS, CA 90670 FONTANA, CA / 92335 00608. SPIKE IN PP 36' WEST OF THE C.L OF VALLEY BLVD., PER RS PHONE: 909.428.6411 PHONE: 714.666.5415 PHONE: 909.875.1361 BANANA AVE EXTENSION, 30' SOUTH OF 123/35 WAS USED AS THE BASIS OF CUP # 14-041 R.R. TRACK. BEARING FOR THIS MAP.