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Home My WebLink About4930-1i m I AM m MAP NOT TO SCALE R/W 60' 30' CL 30 18' 18 ; m a 0.5 PROP C & c VARIES 2.0% m 12$ 1 34' m m ON TI -5.5 MOT TO SCAL! I u LEVEL L[,N,E".\ Fal 0 a mov awim, COY CA ROAD SEE OFF-SITE IMPROVEMENT PLANS, DWG. NO 4933 T.I.= 10.5 NOT TO SCALE E"R.,1VATE EMMER'5 RMCF, TO ONTRACT05 MAX 1. R :E ALL CORK SHALL BE IN ACCORDANCE WITH THESE PLANS, TR CITY OF FONTANA STANDARD PLANS, THE THE EXISTENCE AND LOCATION OF ANY LMDER'G UTILITIES OR STRUCTURES PAD CL_ 0 11). CONTRA D T H � E STTA, N ATIONS 'FOR PUBLIC CORKS CONSTR,,UC ,QT PROVISIONS,A4 DARD SPECIFIC'', ,TfON, CGREEN BOOK SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF 0 ALL REFERENCE SPECIFICATION LAT' EDITION 'UNLESS OTI4ERWtSE NOTED. S A, N, D STANDARDS SHALL BE THE U, R KNOWLEDGE, TH RE ARE NO EXl'STtNG UTtLITIES EXCEPT THOS, ,E SH' WN ON THEE . . R v 4!7 NTHE CONTRA 0 f LN R,`,,'C',,T R, S REQUIRED 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST [N THE CONTRACT DOCUKNT$ THAT CAR WT BE RESOLYED ii'll,:, T RY T S T T RE UwITY LINES 0 TAKE 01" ""'It At" THESE ""B TRA BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK"'I THE CON CTOR SHALL I:M 'MEDIATELY FU,,,, ASSUME ALL LIABILITY AND RESPO L �'E UTILITY THE CON R OR, RTHER SS, S 1 1117 Y FOR TH PIPES REPORT SAID CONFLICT TO THE CITY ERIGNEER FOR RESOLUTION, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 9302 PITTSBURGH AVE., SUITE 230 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB 1 DIAL �TWO SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMM;U� 'ITY DEVELOPMENT N PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE L[M]TED TO NORMAL RANCHO CUCAMONGA, CA 91730 DEPARTMENT, ENGINEERlNG DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE CORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, [NDEM:RIFY, AND HOLD THE OWNER AND WORKING BEr0mr DAYS BEFORE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE WITHIN THE CITY LIMITS. CALL (909) 350-7610. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED NEGLIGENCE OF THE OWNER OR THE ENGINEER. IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DRAWING NO. DIRECTED BY THE CITY TRAFFIC ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES a ^� g p `y TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS TRAFFIC CONTROL DEVICES AT ALL TIMES. ACCEPTANCE OF CONDITIONS. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S, REQUIREMENTS. 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 CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES 11111111110MV-10) *ff) 001% =44 k I F, TONT] I I w*m SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE AND LIDS, ETC. 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. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT 'OBTAINING A SEPARATE THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR PERMIT FOR THAT PURPOSE. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. 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 QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY. OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION EXCAVATION. QUANTITIES, 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. C0N8TRUc-n0N NOTES QUANTITIES 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 200,626 S.F. OPERATION AND WATER REQUIREMENTS. 0 CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12" MIN. NATIVE MATERIAL 5,050 TONS . (SEE GENERAL NOTES 31 & COMPACTED TO 95% 32). 13. CURVE DATA REFERS TO THE FACE OF CURB. Q CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. 10,178 L.F. 14, STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. (�) CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO, 1003. 18 EA. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006. 38,022 S.F. CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 1002. (W PER PLAN)- 15,191 S.F.. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS CONSTRUCT CROSS GUTTER PER CITY T. PLAN NO. 403. 4-,697 S.F. WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. CONSTRUCT LOCAL DEPRESSION AT CATCH BASINS PER CITY OF FONTANA STD. PLAN 3003 BEA. 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 INSTALL STREET NAME SIGN PER CITY STD. NO. 4003. 14 EA. 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 INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD. PLAN NO. 404. 19 EA. CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT, INSTALL R-1 STOP SIGN PER CITY STD. NO. 4003. 14 EA. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 1 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001 24 EA. 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 12 ADJUST MANHOLE RIM TO GRADE PER CITY STANDARD PLAN 2000, 22 EA. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE U3 ADJUST WATER VALVE TO GRADE TO THE SATISFACTION OF THE CITY ENGINEER.- 21 EA, WATERING, AT ALL TIMES, Q 4 INSTALL BARRICADE PER CITY STD. PLAN NO. 4000 1 EA. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER /I--, CONSTRUCT PARKWAY DRAIN PER A.P.W.A. STD. PLAN 151-1, HOUR. U5 S=6.00' 1 EA. (Sell *W�C-.ET 9 FOR DETAILS) 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 N`LY CL WRITTEN APPROVAL. R/W 1 10 110 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. LANDSCAPE 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED PROP. r LOT 58 i m I AM m MAP NOT TO SCALE R/W 60' 30' CL 30 18' 18 ; m a 0.5 PROP C & c VARIES 2.0% m 12$ 1 34' m m ON TI -5.5 MOT TO SCAL! I u LEVEL L[,N,E".\ Fal 0 a mov awim, COY CA ROAD SEE OFF-SITE IMPROVEMENT PLANS, DWG. NO 4933 T.I.= 10.5 NOT TO SCALE re 1156 N. MOUNTAIN AVE. MAX PAD CL_ AND LAbD PLAbliM UPLAND, CA 91786-0670 P 9302 PITTSBURGH AVE., SUITE 230 PHONE: 909.946.7537 1 DIAL �TWO RANCHO CUCAMONGA, CA 91730 CONTACT: BRYAN GOODMAN WORKING BEr0mr DAYS BEFORE ja SCALE: AS SHOM PHONE: 909.481.6322 DATE: YOU DIG YOU DIG'11■®- #p DRAWING NO. 4930 a ^� g p `y FAX: 909.481.6320 CONTACT: MARK BERTONE/TODD MILLER �- 6 1 ,, t ■t .,. 11111111110MV-10) *ff) 001% =44 k I F, TONT] I I w*m PREPAM LIbM TW SUPERAW OF�� re 1156 N. MOUNTAIN AVE. MAX PAD CL_ AND LAbD PLAbliM UPLAND, CA 91786-0670 P 9302 PITTSBURGH AVE., SUITE 230 PHONE: 909.946.7537 1 DIAL �TWO RANCHO CUCAMONGA, CA 91730 CONTACT: BRYAN GOODMAN WORKING BEr0mr DAYS BEFORE ja SCALE: AS SHOM PHONE: 909.481.6322 DATE: YOU DIG YOU DIG'11■®- #p DRAWING NO. 4930 a ^� g p `y FAX: 909.481.6320 CONTACT: MARK BERTONE/TODD MILLER �- 6 1 ,, t ■t .,. 11 1 llq� 9iTT� mm Arr7sK y vr. 0 1 5 2 1 MAX PAD CL_ P mmzzzwzm= ja SCALE: AS SHOM DATE: DRAWING NO. 4930