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Home My WebLink About6114-1GENERAL NOTES: I. L WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, ME CONTRACT PROVISIONS AND THE STANDARD SPECIRCATONS FOR PUBUC WORKS CONSTRUCTION ("GREEN BOOK') ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE ME LATEST EDITION UNLESS OTHERWISE NOTED. SAID CONFLICT TO ME CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF ME CITY ENGINEER. 4. CONSTRUCTOR PERMITS SHALL BE OBTAINED FROM ME CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINAT LEAS TWO TWOGWORKNGR DAYS PRIM PRIOR TO TO ME START OFE START OF YANYRK. WORKSINECTION PUBLICCRGHDTNAOF�WAYNWMINEMEOCIIYY LIMITS. CALL (909) 350-761D. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN ME STATE OF CAUPERNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY ME CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBIUTY OF ME CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TMES. T. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATOR OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM ME CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. B. ME WALLS AND FACES OF ALL EXCAVATONS GREATER MAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF ME GROUND OR OTHER APPROVED MEANS PURSUANT TO ME REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF ME STATE OF CAUFORNIA. 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 ME PUBUC RIGHT OF WAY WTHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAIu.BLE INFORMATION, HOWEVER, IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE IN THE FIELD. ME TRUE LOCATION AND ELEYATON OF TOUT EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. ME CONTRACTTR SHALL CONTACT UNDERGROUND SERVICE ALERT AT ME APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS 11. ME CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTLEY COMPANIES INCLUDING. BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE MI_EMSON, LANDSCAPING, LANDSCAPE IRRIGATOR, DOMESTC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIM TO WORK AROUND THEIR FACILITIES 12. ME CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WMOUT APPROPRIATE AGENCY AUMORQ!ATION. CONTRACTOR SHALL COORDINATE WTH ME APPROPRIATE WATER COMPANY FOR AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH ME APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS M ME FACE OF CURB. 14, STATIONING REFERS TO ME CENTERUNE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15, ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY ME ENGINEER TO ENABLE ME CONTRACTOR TO CONSTRUCT ME WORK TO ME PLAN GRADES. ME CONTRACTOR SHALL BE RESPONSIBLE FOR ME PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO ME CITY ENGINEER. 17. REMOVALO EPLACEMENT OF EASING SURVEY CONTROL INCLUDING SURVEY MONUMENTS, MONUMENT TES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS WNSTRUCTON SHALL BE REPLACED. ME CONTRACTOR SHALL NOTIFY ME ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TES TO MONUMENTS CAN RE ESTABUSHED FOR LATER REPLACEMENT OF ME MONUMENT. 18. ME CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESDENTS AND BUSINESSES AT ALL TMES. A MINIMUM 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN ME WNSTRUCRGN AREA FOR RESIDENTS AND EMERGENCY MEHICEES. 19. ME CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF OUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATORS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21, ME CONTRACTM SHALL NOT CAUSE ANY E%CAVATTD MATERIAL, MUD, SET OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO ME RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIM WRITTEN APPROVAL. 22. NO TRENCH BACK ILL SHALL TAKE PLACE WMWT PRIOR APPROVAL OF ME CITY INSPECTOR. 23, A GBOTECHNICAL ENGINEER SHALL CERTIFY ALL BACI(FILL COMPACTION. FAILURE TO OBTAIN ME REQUIRED DENS tt SHALL REWIRE RE -WORKING OF THAT PORTION OF ME WORK UNTIL ME SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES. DITCHES. AND MALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF ME SITE. ME CITY ENGINEER MAY REWIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. ME FINAL LOCATON AND WDTH OF DRIVEWAY APPROACH APRONS SHALL SE APPROVED AT ME TIME OF CONSTRUCTION AND SHALL CONFORM TO ME CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. ME SEWER CONTRACTOR SHALL STAMP "S' IN ME FACE OF ME CURB AT ME LOCATION OF THE SEWER LATERAL 28. NO CONCRETE SHALL BE PLACED UNTIL ME FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND HWROVID. 2B. 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. ALL MANHOLES, CLEANOUT FRAMES COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY ME PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL SGNING. STRIPING. BARRICADES. AND OMER TRAFFIC CONTROL DEVICES TO ME SATISFACTION OF ME CITY TRAFFIC ENGINEER. 33. CONTRACTOR SHALL REOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SDEWAL(S AFFECTED BY ME CONSTRUCTION TO ME SATISFACTION OF ME CITY ENGINEER. 34. AS -BUILT DRAWNGS SHALL BE PROVIDED BY ME CONTRACTOR TO ME ENGNEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWNGS M ME CITY ENGINEER. BASED ON A SURVEY BY RMD SURVETNG CORPORATION DATE OF SURVEY, APRIL 5, 2022 EUF# UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFORE YOU IGI BEFORE CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG CITY OF FONTANA ARROW BLVD AND TOKAY AVE STREET IMPROVEMENTS H NorEh FOOTHILL BLVD MILLER AVE 0 WHITTRAM AVE ARROW BID MERRILL AVE ® PROJECTGITE MOWN MAP INDEX OF SHEETS NOT TO SCALE SHEET 1 -TIRE SHEET SHEET 2-3 -STREET IMPROVEMEM PLANS SHEET 4-5 -CROSS SECTIONS "1.31.311OWnIll to] LlR. PROP. E%. PROPOSED EMSTNG P.C.C. EH PORTLAND CEMENT CONCRETE RE RIGHT FIRE HYDRANT EA EACH TEMP. TEMPORARY MILE TELEPHONE A.C. ASPHALT CONCRETE EG ER I EXISTING GROUND EDGE OF PAVEMENT FLOW UNE WV WM RE WATER VALVE BEG. BEGIN WATER METER MANS. TRANSITION PULISOX WILY TC OF BCR TOP OF CURB CURB FACE BEGINNING OF CURB RETURN G MR E NORTHERLY GAS VALVE E'LY EASTERLY MANHOLE SLY SOUTHERLY ELECTRICAL E'l EASTERLY EM CA END OF CURB RETURN CENTERLINE T M TELEPHONE STA. STATION MAILBOX EIEV ELEVARON R/W RIGHT-OF-WAY PP POWER POLE BMC BEGIN VERTICAL CURVE EA EACH EVC END VERTICAL CURVE LT LEI SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO sFn hTa YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE �'HN && ` CITY ENGINEER MAY REQUIRE REVISIONS TO THE ELp. 96/aD/saA" PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. CONSTRUCTION NOTES OUANMES OPROTECT IN PLACE. N/A REMOVAL UNIT. SAWCUT CONCRETE. ASPHALT. AND OTHER HARDSCAPE SURFACE AND REMOVE TO O2 THE UMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR, N/A UNDER CLEARING AND GRUBBING. O3 REMOVE AND PROPERLY DISPOSE OF TREE/STUMP AND ROOTS S FEET BELOW FINISH SURFACE. 8 EA OADJUST UTILITY TO GRADE. N/A OS ADJUST MANHOLE FRAME AND COVER TO GRADE. 3 EA Ofi MIND AND OVERLAY EMSTNG PAVEMENT WTI P' AC MIN PER DETAIL 'A' ON SHEET 2 8,1)B 103 SF TON OCONSTRUCT B" A.C. DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007, CURB HEIGHT CULL VARY. 203 IF OCONSTRUCT 6.5" MIN AC PAVEMENT OVER 12' MIN OF 95% COMPACTED NATIVE SUE-E. INSTALL 915 TON REDWOOD HEADER AS SHOWN ON DETAIL 'B" ON SHEET 2. OCONSTRUCT 5' X 12' 3' THICK AC ACCESS RAMP. WM 4' BY 3' DETECTABLE SURFACE PER CITY OF 3 EA FDNTANA STANDARD PLAN NO. 1003. tO0 GRADE 2.1 MAX AND AS SHOWN ON PLANS N/A 11 RELOCATE UTUTY BY WE PER WORK ORDER TD2049)94). COORDINATE WITH SCE PLANNING N/A DEPARTMENT AT 909-63T-0222. VERIFY PHONE NUMBERS AT TIME OF CONSTRUCTION. 12 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN NO, 10M OVER 12 MIN COMPACTED NATIVE INCLUDING A 4' BY 3' DETECTABLE SURFACE, AND CURB AND CUTTER AND AS SHOWN ON DETAIL 'C" ON SHEET 2. 1 EA 13 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT. 12.535 SF LEGEND: I 1 PROPOSED GRIND AND OVEMAY Ex. MEES/LANDSC 0 CONSTRUCT A.0 PAVEMENT EK SANITARY SEWER MANHOLE ® REMOVE A.C. PAVEMENT EK WATER METER Ex*SEWER METER - - EXISTING RIGHT-OF-WAY - - - PROPOSED RIGHT-OF-WAY EX. WATER VALVE - EXISTING SIDEWALK EX. MAILBOX REMOVE EXISTING SIDEWALK EX FIRE HYDRANT PROPOSED SDEWALK EASTNG CHMNLINK FENCE EK POWER POLE REMOVE EXISTING CHAINUNK FENCE EK STREET SON PROPOSED CHAINUNK FENCE EXISTING WALL - .................... REMOVE EXISTINGWALL "` : :.•. •J REMOVE TREES/LANDSCAPE EXISTING CURB " CUTTER - - - REMOVE EXISTING CURB k CUTTER PROPOSED CURB 8 GUTTER >-""'--'1.) _ REMOVE STREET UGHT REMOVE POWER POLE REMOVE TELEPHONE PEDESTAL - - EXISTING GAS LINE- - EXISTING WATER LINE - - - EXISTNG TELEPHONE LINE - - - EXM G OVERHEAD ELECMIC M p REMOVE MAIL BOX PROPOSED MAIL BOX - - - - EXISTING SEWER LINE -1 PROPOSED STREET SICK - - - -� - - EXISTING STORM DRAIN UNE PROPOSED DETECTABLE WARNING SURFACES EXISTING EDGE OF PAVEMENT rr G REMOVE EASING EDGE OF PAVEMENT Tw- PROPOSED EDGE OF PAVEMENT DRAWING NUMBER a 6114 -STREET IMPROVEMENT PUN 6115 -TRAFFIC SIGNAL PUN 4 BULB -SIGNING AND STRIPING PUN WD SURVEYING CORPORATION FILE FOGRAPHIC SUIRVEY ROW BOULEVARDAT TOKAY Q OFA AVENUE, FONTANA, CA. oRnxcF war euo oLuuom AVNNUE'2BeLEv.� i Maus tucrosl of STREET IMPROVEMENT TITLE SHEET w" ARROW BLVD _..Ic"eo _.. .,"a..., AND 03/14/2023 TOKAY AVE