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Home My WebLink About3651-1GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO p p"o p STANDARD PLANS, THE, CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS PAVING OF STREETS. V, [w FOR PUBLIC WORK CONSTRUCTION (GREEN BOOK). ALL REFERENCE SPECIFICATIONS 64' AND STANDARDS SHALL. BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 30, APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR20' CL TO PLACEMENT. 20' 2. WHEN TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREENtill 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION Ex 15 1 BOOI��', THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER �2�XjI ot ENGINEER FOR RESOLUTION. 2X 2x COMPLETION OF ROUGH GRADING. 6" tQ & ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR SMEWALK 4, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BYA GEOTECHNICAL REPORT wma" q) q) cwc. an SIWDEWAIMX V1IG4UNVAD AME AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH & CWTER 7 & GUTRR rAIN. t° DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY SAWCUT GRADING. --MF E'l _.6q F WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING OF EX15TING 9&V7- WT T__ - PROJECT DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY TOKAY AVENUE LIMITS. CALL (909)350-7610 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. TYPICAL SECTION 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND N.-T 5 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION -T, 5.5 > LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC < > < ENGINEER, OF THE CITY TRAFFIC ENGINEER. < & IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 35, CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND Q SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. < ENGINEER, 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF ABBREVIATIQNSILEGEND LOS CED PLOS AV E WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER, A/C ASPHALTIC CONCRETE 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH B.W. BACK OF SIDEWALK C.L. CENTERLINE SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF E.P. EDGE OF PAVEMENT THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE Fl EDGE F.S. FINISH SURFACE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. VICINITY MAP P.C.C. PORTLAND CEMENT CONCRETE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT RIW RIGHT-OF-WAY OBTAINING A SEPARATE: PERMIT FOR THAT PURPOSE, T.C. TOP OF CURB W WIDTH 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 CONTRACT UNDERGROUND SERVICE ALERT AT 1-800-227- 2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES CONSTRUCTION NOTES QUANTITIES INCLUDING, BUT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, CONSTRUCT 41/2" A/C PAVING (MIN) OVER 12" COMPACTED 14.4 TONS LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE (95%) NATIVE MATERIAL. GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. CONSTRUCT 8" CURB & GUTTER PER CITY STD. PLAN NO. 1003 120 L.F. 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 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN 600 S.F. REQUIREMENTS. NO. 1015 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER CITY STD. 240 S.F. 13. CURVE DATA REFERS TO THE FACE OF CURB. PLAN NO. 1005 (W=16') (X=4') 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15, ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO z ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADE. THE 0 0 CONTRACTOR SHALL BE, RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND R t 7 CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. a 3! Q Lu 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENTTIESui OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. - 4- Q PC) 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY cr, U) . I Nj MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED 4- CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE + Niv Ljj ZD DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE z CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO uj THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE 226-321-61 ?-Z' < MONUMENT. pp,09. >_ CITY OF FONTANA UTILITY NOTIFICATION LIST Ey. 9,fw w 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES OF FONTANA P AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINEDACIFIC BELL COSGV.D ED AT ALL TIMES IN THE CITY CO.. S.G.V..M,. 0 ATTN: CARLOS NAVARRO ATTN. VIRGINIA BECKER ATTN; JACK SWE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 4 8353 SIERRA AVENUE 3939 E.CORONADO STREET 11142 GARVEY AVENUE FONTANA® CA 92335 ANAHEIM, CA 92807 EL MO E. CA 91734 ,g R m 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST (909) 350-6632 (714) 666-5467 (626) 448-6183 1 CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 5 O'b'ZZ5' SO, CALIFORNIA GAS COMPANY COM CAST (CABLE TV) 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND ATTN; GREG GASPAR ATTN- JACK HAYES N VELOCITIES EXCEED 25 MILES PER HOUR. 16231 VALLEY BLVD. 1205 DUPONT AVENUE S. quo FONTANA, CA. 92335 ONTARIO, CA. 91761 Cm A/C PAYING (909) 428-8411 (909) 390-4738 �1, THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS EMERGENCIES. (800) 4272200 CIL TOKAY AVENUE TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT -OF- GENE RAI: TELEPHONE COMPANY WAY DURING CONSTRUCTIONSO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK WITHOUT PRIOR WRITTEN PERMISSION. elk 7951 REDWOOD AVE. A 1400 E. PHILLIPS BLVD. 22, NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY FONTANA, CA, 92335 ONTARIO, CA. 91766 5 INSPECTOR. 909 820-5598 - UNDERGROUND (800) 422-4133 909 875-5100 - TR;4NSMISSIONS 213 637-1233 - PIPELINES FONTANA WATER COMPANY 4 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO P 909 3576233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING THAT PORTION OF THE 18001 422-4133 8440 NU EVO AVENUEEy. WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED, FONTANA, CA 92,335 \0 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 A.P.No. Plw 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM ATTN: BILL VANDERKIEFT. JR. FAX: (909) 823-5046 1 AP go AP rio z?7,s-3z2-14 UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY (619) 868-6040 ENGINEER MAY REQUIRE: TEMPORARY NOWERODABLE SWALES ENTERING AND LEAVING.UNDERGROUND SERVICE ALERT IMPROVEMENTS. (800) 227-2600 PLAN V) 0 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE a.', APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF V FONTANA STANDARD DETAILS. cz I S OF BEARINGS: 31 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO BASIul U) 'Z w MATCH EXISTING CONCRETE. z S 89 49'00" FOR C/L. OF HIGHLAND -T[5m 160.00 (o zc� 0 4o 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE AVENUE PER TRACT 3348, M.B. 47 -14 V 0 66 06 1� FOR 31EWER, PLAK5 AND'- SAN BERNARDINO COUNTY RECORDS. TC. A7 S.E. CL)?,b kF-T PN + In QD LATERAL L6C-A-r LOCATION OF THE SEWER LATERAL. r- (ON5 SEE AVE. 8, TOKAY AVE. + + + 1 4- + Ln In Ln r_VTY PLAN No. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. REV. REVISION DESCRIPTION DATE ENGR, CITY DATE �of sto IATES SHOULD CONSTRUCTION OF THE REQUIRED REGISTERED CIVIL ENGINEERS 141 e STREET PLAN. IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS 41 5131 FOX HILLS AVENUE �IC7AO N E DRAW OF THE DATE OF APPROVAL SHOWN HEREON AND BUENA PARK, CALIFORNIA 90621-1408 IV A" UfLL tINtt A PUBLIC SERVICE BY _41