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HomeMy WebLinkAbout5184-1STREET IMPROVEMENT NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS, AND THE STANDARD SECIFICATIONS 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 ONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLIC1 TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL DF 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 REQUIRED AT LEAST 'WO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN "HE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL PILICIES, 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 1IMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNA 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 U. -PROVED 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 DETERMIM D FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE COITRACTOR 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 BEFOEE 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 WA ER, SEWER, STORM DRAIN, FLOOD CONTROL, AND CALTRANS. ALL UTILITY COMPANIES SHALL EI: 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 REQUIREMEITS. 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 3Y THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRAEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS ANE CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL E 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 Ar ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFF:CTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL. GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SISTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIIL, 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 APFROVAL OF THE CITY INSPECTOR. 23.A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAI PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, ANC SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENT. 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 GRDE, 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 REIJFORCING 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 tEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SIBJECT TO REVISIONS AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS 'MEN 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 REPOT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADIN(. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOSS SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PALING. 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 HE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOZ TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWING TO THE CITY ENGINEER. IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA STREET IMPROVEMENT PLANS FOR 7807 JUNIPER AVENUE LOCATED WITHIN THE NE ki OF THE SE 4 OF SECTION. 6, TOWNSHIP 1 SOUTH, RANGE 5 WEST OF THE SAN BERNARDINO BASE AND MERIDIAN i f!I \!/ I''//% E 10 41.1 i\ 0 D x 1352.6 - t� x 15 .;2.3 x 1351.6 L__ DINAx1351.3 (fl 11 x 1343.5 !Irv; x134,x? Li l -W 1--1 'Z a -3 \ ri I 1 i"P SIENAyAPARTMENTS x 1345.6 x1347! _L \ ti//11-' R/W 60 30 60 120 _A: 180 32' SCALE: 1"=60' 32' 0 CO PROP. R/W 14' 18' 18' S. BOUND LANE EX.CURB Et GUTTER t2.07. N. BOUND LANE EXIST. CURB it GUTTER f2.0% EX. R/W 8.5' 5" 0.5' '.tet [.- JUNIPER AVENUE TYPICAL STREET SECTION NTS TI= 9 TO 10.5 -J�PROPOSED SIDEN'AL1C w J / N MILLER AVENUE CYPRESS AVE PROJECT SITE JUNIPER AVENUE FAIRFAX MALAGA ST BARBEE ST REED STREET. VICINITY MAP NOT TO ' SCALE THE THOMAS GUIDE 2007 SAN BERNARDINO COUNTY, PAGE 574, - COORDINATE J-7 CONSTRUCTIONI NOTES & QUANTITIES UNITS QTY @NOT USED -- -- ()CONSTRUCT 4" PCC SIDEWVALK PER CITY OF FONTANA STANDARD PLAN N0. 1006. SF 1650 (DCONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000: LF 46 OCONSTRUCT COMMERCIAL mRIVEWAY PER CITY OF FONTANA STANDARD PLAN NO. 1002 AND DETAILS ON SHEET 2. EA 2 (DCONSTRUCT UNDER SIDEWALK DRAIN, SIZE "2", PER CITY OF FONTANA STD PLAN NO. 3001. PROVIDE CLEAN-OIUT AND END CAP AT RIGHT OF WAY. EA 1 @REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER. � LF 46 ()REMOVE AND DISPOSE OF EXISTING TREE. EA 2 @REMOVE AND DISPOSE OF EXISTING SIDEWALK. SF 1215 ()REMOVE AND DISPOSE OF EXISTING CONCRETE DRIVEWAY. EA 3 @INSTALL 9500 LUMEN HPV STREET LIGHT (100 WATT; #10) 27 FT LUMINARE HEIGHT (CASE 1) PER CITY OF FFONTANA STANDARD PLAN NO. 404. EA 1 @COLD PLANE EXISTING ASPHALT PAVEMENT 1" AND OVERLAY WITH 1" AC (PER AC PAVEMENT JOIN DETAIL [ON SHEET 2). SF 208 ()REMOVE EX AC PAVEMENT' AND REPLACE W/5.0" MIN DEPTH AC OVER 12" MIN OF 95% COMPACTED NATIVE SUBGNRADE PER CITY OF FONTANA PLAN NO. 400 SF 104 ©SAWCUT, REMOVE AND DISPOSE OF EXISTING CONCRETE CURB AND GUTTER, SIDEWALK, AND AC PAVEMENT. LF 104 ()REMOVE AND DISPOSE OF EXISTING STREET LIGHT AND POLE. EA 1 ©CONSTRUCT UNDERSIDEWAILK DRAINS PER CITY OF FONTANA STD. PLAN NO. 3000. EA 2 NOTE: QUANTITIES SHOWN ARE ESTIMATES ONLY. CONTRACTOR IS 1 RESPONSIBLE FOR MAKING HIS/HER OWN ESTIMATES FOR BID UTILITY CONTACTS PURPOSES. ELECTRICITY SOUTHERN CALIFORNIA EDIStON CO. 300 N. PEPPER AVE. RIALTO, CA 92376 UNDERGROUND: (909) 357-6;233 TRANSMISSIONS: (909) 875i-5100 PIPELINES: (213) 657-12313 DISTRIBUTION: (909) 357-6233 SOUTHERN CALIFORNIA GAS ICO. 1981 LUGONIA AVE. REDLANDS, CA. 92374 ATTN: JOHN OATES EMERGENCIES: (800) 427-2200 WATER - WEST SAN BERNARDINO COUNITY WATER DISTRICT 855 WEST BASELINE, P.O.IBOX 920 RIALTO, CALIFORNIA 92377'-0920 (909) 875-1804 LEGEND PACIFIC BELL - 4025 LA PALMA STREET ANAHEIM, CA. 92807 (714) 237-6146 ATTN: DELIA LERMA SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA 92335 (909) 350-6632 COMCAST CABLEVISION 1205 DUPONT AVE ONTAR I O , CA 91761 (909) 390-4738 CONTACT: JACK HAYES )20----.0 STREET LIGHT LUMINAIRE PER PLAN • PP EXISTING POWER TOLE FL FS TC GB - FLOW LINE - FINISHED SURFACE - TOP OF CURB - GRADE BREAK R/W - RIGHT OF WAY OWNER/DEVELOPER _ __ _ ../4 PALM COMMUNITIES (FONTANA SIENA PARTNERS, LP) 15635 ALTON PARKWAY, SUI[TE 375 IRVINE, CA 92618 (949) 878-9366 ATTN: MITCH SLAGERMAN - V.P. PROJECT DEVELOPMENT SAWCUT LINE REMOVE EXISTING SIDEWALK AND DRIVEWAY SHEET INDEX SHEET 1: TITLE SHEET SHEET 2: PLAN, PROFILE, AND DETAILS SHEET DR NO. 13-001 BENCHMARK: Elevations as shown hereon are in terms of the National Geodetic Vertical Datum of 1929 based locally upon the following City of Fontana Bench marks: #264 ELEV=1321.020' BASIS OF BEARING: Bearings and coordinates as shcwn hereon are in terms of the California Coordinate System of 1983 (Epoch 2007.00), Zone 5; based locally upon the following Continuously Operating Reference Stations as published by the NGS: Name (ft)Accuracy EWPP RTHS Northing ft)Easting (ft) Ellipse Hgt. 186063942 6705287.17 1084.17 185545416 6757466.08 1078.27 REV. REVISION DESCRIPTION SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMEICE WITHIN TWO YEARS OF THE DATE F APPROVAL SHOWN HEREON AND CARRED FORTH IN A DILIGENT MANNER, THE CIT) ENGINEER MAY REQUIRE REVISIONS TC THE PLANS TO BRING THEM INTO CONFIRMANCE WITH CONDITIONS AND STANDARD IN EFFECT. ■ ■ CONSULTING A = aker Company PLANNINC3 ■ DEBI[3N ■ COIN8TRUCTION 3210 EAST GUASTI BROAD SUITE 100 ONTARIO. CALIFORNIA 91761 909.974.4900 • FAX 909.974.4004 • www.RBF.00m THE SUPERVISION OF: • 1.21!14 MICHAEL S. SUTTON, RCE 57667 DATE: CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS DRAWN BY: STAFF DESIGNED BY: CN CHECKED BY: MSS JUNIPER AVENUE APPS 0VED BY: CITY ENGINEER RC 1152 DATE: SCALE: AS SHOWN JOB NUMEER 1419E7 DRAWING NO X5184 1 00 LO CHRISTOPHER.NIETO CD 0 ES 1- rn F- LA w LA 0 J i 0 z J 0 U N (0 rn Q Q