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Home My WebLink About5441-1GENERAL NOTES: 1, ALL WORK SHALL BE IN ACCORDANCE Afi'N THESE PLANS, THE Ctt OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD MEGFlCATONE FOR PUBUC WORKS CONEMUCT,ON EG EE OTHER A L REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITOR D. 2, WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PRO SIGNS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONVICT TO THE GTY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CO S-ICTIO PERMITS SHALL BE OBTAINED FROM THE CTY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGNEER!NG DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION GOORDINAP.ON SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY NMITS, CALL (9O9) 350-7610. 5. THE CONTE OTCR SHALL CONFORM TO ALL TRAFFIC CONTROL POLIGES. METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CAUFORNIA MANUAL OF TRAFFIC CONTROLS. LATEST NON -METRIC EITON UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. I. IT SHALL BE THE RESPONSISUTY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS GET OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. T. TIE 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. E. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DE- SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF IFE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. X. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. TIT THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN HE FIELD, THE TRUE LOCATION AND ELEVATON OF ANY EXISTING UTILITIES. AND TO EXERGSE PROPER PRECAUTION TO AVOID DAMAGE THEREMALL CONTACT THE CONTRACTOR MACONTACT UNDERGROUND SERVICE ALERT AT 511 TWO WORKING DAYS BEFORE EXCAVATOR. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTON WTH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED DOMESTIC TO, RECLAIMED WATER, BEWERLSTORM MAIN.N L L OD GONG. LANDSCAPE IRRIGATION, FLOOD CONTROL AND APECALTRANS.IRROA ALL UTILITY COMPANIES MALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR MALL NOT OPERATE ANY FIRE HYDRANT OR AATER MAIN VALVES W'ITHOIIT APPROPRIATE AGENCY AUTHORRATO . CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR AGENCY AUTHORIZATC . CONTRACTI SHALL COORDINATE WTH 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 MALL 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 CONSTRUUCTON CONTRA' STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TES OR BENCH MARKS AF40JT PRIOR NOTFlCATON 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 CVI ENGINEER OR LICENSED LAND SURVEYOR. SI, Y MONUMENiE THAT WLL ROTED BE DE TAS A RESULT OF THIS CCNSTRUCTWJ MALL BE REPLACED �R THE CONTRACTOR MALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTOR SO THAT DES TO MONUMENTS CAN BE ESTABUSH@ FOR LATER REPLACEMENT OF THE MONUMENT, 18. THE CONTRACTOR SHALL MAINTAIN A SS FOR LOCAL RESIDENTS AND BUSINESSES ATALL FRES. NIMUM2-FOOT ARE SHALL BE Ai ALL DMES IN THE CCNSIRUCTOM AREA FOR RESIDENTS AD EMERGENCY VEH!CtES. 19. THE CONTRACTOR MALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING ADEQUATE WATERING, AT ALL TIMES, SO ALL GRADING OPERATIONS MALL BE DISCONTINUED WHEN SUSTAINED WIND VELOOTES EXCEED 25 MILES PER HOUR. 2 WAY DURING CONSTRUCO. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE NPROPERTY AD AGENT EXCAVATED THE RGHT 4 M PRIOR WRITTEN APPROVAL. OF WAY WTTHWT 22, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A MOTECHNICAL ENGINEER SHALL CERTIFY ALL SACNF COMPACTOR, FAILURE TO OBTAIN THE REWIRED DENSITY SHALL REWIRE RE -WARNING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTANED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES. AND SWALES FROM UNDERMINING STREET IMPROVEMENTS, UPON INSPECTION' OF THE SITE, THE GTY ENGINEER MAY REQUIRE TEMPORARY NON-ERCDEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS, 25. THEFINAL LOCATOR AND WIDTH OF DRIVEWAY APPROACH APRON'S SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CTY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES MALL CON DSPA IN GRADE. COLOR AND FINISH TO MATCH EXISTING CONCRETE. 2T. THE SEWER CONTRACTOR MALL STAMP `S" IN THE FACE OF THE CURB AT THE LOCATION OF THE A SEWER LATERAL, 28. NO CONCRETE SHALL RE PLCCED UNTIL THE FORMS AND REINFORCING STEEL HAVE BE. PLACED, INSPECTED AND APPROVED 29. ALL UNDERGROUND UTULES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30, APPROVED SOL STERILANT IS REWIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31, PAVEMENT STRUCTMALo CTONE SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED 81 SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING, 32. ACTUAL F1,I NESS OF A.L. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS STALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING, UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFORE YOU DIG! CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG CITY OF FONTANA VALLEY BOULEVARD AND ALMOND AVENUE STREET IMPROVEMENTS FOR TRAFFIC SIGNAL PRGJEGT SITE VICINITY MAP NOT TO SCALE CONT. GENERAL NOTES: 33. ALL MANHOLES, CLEANWT FRAMES. COVERS AND VALVE BOXES STALL BE RASED TO HNIMED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34 UPON COMPLETON OF CONSTRUCTON, CONTRACTOR MALL RESTORE ALL SIGNING. STRIPING, BARRICADES. AND OTHER TRAFFIC CONTRW DEVICES TO THE SATSFACTON OF TIE CITY TRAFFIC ENGNEER, 35. CONTRACTOR SHALL RELOCATE AO/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACT,ON OF THE CITY ENGNEER. 36. AS -BUILT DRAWINGS MALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER QE RECORD, WHO SHALL PRCYDE RECORD DRAWINGS SEC THE CITY DATUM STATEMENT INDEX OF SHEETS- SHEET 1 -THEE SHEET SHEETS -STREET, U IMPROVEMENT PUN ALMOND AVE SHEET 3-4 -STREET AN IMPROVEMENT PLAIN VALLEY BLVD SHEET 5 -STORM GRAN PLAN SHEET 6 -STORM DRAIN OET LS SHE ET ]-9 -CRGSS SECTIONS DRAWING NUMBERBAT -STPEET = HT -TRAFFIC SG4ALEPEIAN PLAN I,- -SIGNING AND STRIPING PUN BASS OF BEAR RG BEARINGS SHOWN HEREON ARE BASED UPON CALIFORN!A RECORD DRAWING STATE PLANE COORDINATE SYSTEM. ZONE 5, (NAD93). DETERMINED BY GPB CBSERVATIONS. LEGEND. 06/07,12023 8:56:32 AAA VERTICAL CONTROL CONSTRUCT P.0 C SDEWALS/XYV WAY "ELEVATIONS SHOWN HEREON ARE .N TERMS . I THE APPROACH AND TRANS!TONS - - NORTH AMERCAN VERTICAL DATUM OF 88 (NAV988) CONSTRUCT AO. PAYMENT - s 9 BASEDOF_GGALLY FONTANA CONSTRUCT THE FOLLOWING BENCHMARK IN THE CONSiRUGi 0. C. TEMPORARY LANDING -SE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 20/2015 & 1{15(2018 BY END SURVEYING CORPORATION, RIALTO. CALIFORNIA SHOULD CONSTRUCTION OFT E RECLINED IMPR E41- NTS NOT MAENC, WTH M1 TIVC YEARS F HE DATE CY APPROVAI_ SH AN HEREON AN - RI FORTH IN a QLIGENT IIANN R THE 11 ENGINEER MAY REQUIRE RF1'S INS O T LANS C BRING T EA4 b COM1F RAaM1.,e ALTH S.ANCA D_ N EFFE CONSTRUCTION NOTES AND OUANTiTiES 0 REMOVE EXISTING P.C.C. DRIVEWAY. SDEW'AL.H AND CURB RAMP. B.GGG SF ' OREMOVE EXISTING A_C. PAYMENT AND A.C. DIKE. IC,E. SF O3REMOVE EXISTING CURB AND GUTTER 2.nOp LF EXISTING STORM DRAM INLET, OUT -ET, LOCAL DEPRESSOG:. CONCRETE HEAD WALL. OREMOVE AHIX£, 11PI, AID ftCB. i LE OREMOVE EXISTING TREE AND ROOTS. 9 EA J OREMOVE EXISTING WALL AND/OR CHAIN UNK FENCE. i LS J REMOVAL UNIT. SAWCUT CONCRETE. ASPHALT. AND OTHER HARDSCAPE SURFACE O AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF By I LS THE CONTRACTOR, UNDER CLEARING AND GRUBBING. OCONSTRUCT 7.5` MIN. A.C. PAVEMENT OVER 12' OF 95% COMPACTED NATIVE SUBGRADE PER OF FONTANA STANDARD PLAN NO. 401. 16.E E�QU A,CITY TGN OCONSTRUCT 4' THICK P.C.D. SIDEWALK OVER 6' MIN 95% COMPACTED NATIVE PER OTY OF ONTANA STANDARD PLAN NO, 101, OF IS REMOVEAND REPLACE IN KIND EXISTING MAILBOX AS DIRECTED BY THE ENGINEER. 2 EA OPROTECT IN PLACE, N/A OADJUSTUTIUTY TOGRA..E. 13 EA OCONSTRUCT 8' A.C. DIKE PER CITY OF FONTANA STANDARD PLAN NO, IDD7, 45 L OREMOVE EXISTING WROUGHT IRON FENCE AND REL0..ATE AS DIRECTED. LF 15 GRIND AND OVERLAY EXISTING PAYMENT WITH G17 A.C. MIN PER DETAIL '1' ON SHEET 2. OF TQN OCONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA STANDARD PLAN NO, 3-i EA CONSTRUCT CURB OPENING CATCH BASIN PER Citt OF FONTANA STANDARD PLAN N0. 3004. i EA T O W=14' H=0.83' Vc2.i', '0 SHALL MATCH NEW PIPE INVERT ELEVATOR. SEE STORM DRAIN 1• PROFILE AND DETAILS, CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STANDARD PLAN NO. 3DG3 (CASE=C). OCONSTRUCT ROB TRANSITGN STRUCTURE PER DETAIL "8". SEE MEET 6. 2 EA PIPE O INSTALL 2-12" DUCTILE IRON PIPE CLASS BE. CONTRACTOR SHALL REMOVE EXISTE '3' NG t9 105 LE AND PLACE NEW 2-12' DUCTILE !TON PIPE AT O.SEE STORM DRAIN PROFIL 2 CONSTRUCT RCN 12"V X 36"T SEE STORM DRAIN RE— '1' AND STORM DRAIN 240 LF 20 PROFILE '2". OCONSTRUCT CONCRETE SALLOW MANHOLE PER DETAIL 'A", SEE ELECT 6, I EA CONSTRUCT TRAFFIC RATED MANHOLE FRAME AND COVER PER A.P.W.A. STANDARD PLAN 22 3 EA 210-3. DIAMETER SHALL BE 24' AND H=4' MAX. OCONSTRUCT DISCHARGE STRUCTURE PER DETAL 'C` ON SHEET 6. 1 EA 24 gREGAF BY XST.NG ENGINEER GHT POLE, ELECTRICAL EWIPMENT, CONDUIT AND CgiWCTOR AS I LS ORELOCATE EXISTNG PHOTOELECTRIC BEAM SENSOR AS DIRECTED er THE ENGNEER. I EA 2O6 FMNAP a u n N R r 1 EA OCONSTRUCT 6NSTTICKPP.CC. DRiI£WAYMOVEft tOP2 MIN 95% COMPACTED NATIVE PER C!tt GF FONTANA STANOARD PLANNO, IDES, C �. REMOVE EM ENNG AND CONSTRUCT 6' THICK P.C.C. DRIVEWAY TRANSITION OVER 12' MIN O 95% COMPACTED NATIVE, 180 OF 24 RELOCATE EXISTNG UOUTY (BY OTHERS). B EA OREMOVE EXISTING LIGHT POLE AND EWIPMENT (BY OTHERS). 1 EA ORELOCATE EXISTNG CHAIN UNK FENCE AND DRIVEWAY GATE. 1JD L 32 REMOVE EXISTING LANDSCAPE AND IRRIGATION AND REPLACE IN KING, 1 LS OREMOVE EXISTNG LANDSCAPE AND CAP EXISTING IRRIGATION. i LS -- 3O4 CONSTRUCT CURB RAMP PER Citt OF FONTANA STANDARD PLAN NO 1003, 3 EA }5 CONSTRUCT 4' A.C. TEMPORARY LANDING PER DETAIL `2" ON SHEET 2- 1. BE 36 CONSTRUCT CURB RAMP PER CITY OF FONTANA STANDARD PLAN NO, 10 1 EA 3J CONSTRUCT 8" CURB AND CUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1000, VARY CURB TO MATCH CURB RAMP. "D. L ORELOCATE EXISTING FIRE HYDRANT (BY OTHERS). i EA 39 RELOCATE EXISTING BACKFLOW PREVENTER, i EA OCONSTRUCT FALSE CURB PER DETAIL "3' ON MEET 3. 1 ITS 41 L;-c,N CONCREB- VIER CLEAa.T BON PER CITY OF FONTANA STANDARD NO 2NV3 I E OCONSTRUCT 6'NCOO, DRIVEWAY OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FOR ANA STANDARD PLAN NO.1002 MODIFIED. SEE DETAL'A' O5 OCONSTRUCT 8' CURB AND GUTTER OVER 12' MIN 95% COMPACTED NAIVE PER CITY OF FONTANA STANDARD PLAN 10. 1000. VARY IRS TO MATCH CURB RAMP. 35 LF ORELOCATE EXISTNG FIRE HYDRANT, I EA PROPOSED SIDEWALK EXISTNG WLL REMOVE WAALL EXISTNG CURB & GUTTER/A.C. VE DIKE ` REMOCURB & GUTTER/A.C. DIKE PROPOSED CURB & GUTTER/A.C. DIKE EXISTING CAS LINE EXISTING WATER UNE EXISTNG TELEPHONE LINE EXISTNG OVERHEAD ELECTRIC EXISTING SEWER LIKE STORM DRAIN LINE EXSTNG EDGE OF PAVEMENT B .,aer The 77,7 " Of : i I r'2cr,.r.ncx^ -ZEcc x. F w.s ec cF cTa.,s ..z, NAVY IN TREES(LANOSCAPE REMOVE TMED-ANGSCAPE IL STREET UGHT REMOVE STREET LIGHT EN SANITARY SEWER MANHOLE REMOVE POWER POLE EX, WATER METER REMOVE TELEPHONE PEDES EX, WATER VALVE M REMOVE MAILBOX EN MAILBOX PROPOSED MAIL BOX EX. FIRE HYDRANT EX. BACKROW "INSITER PROPOSED STREET SON' RAT CURB R,NO EX. POWER POLE ( Tl.. 004) EX. STREET SIGN ® ROP.ACURB RAMP i (FCNTANA S T. 0. 1003) CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS VALLEY BOUL EVARc Cud N AND F