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Home My WebLink About3642-1a6 0 I m �D 75 0 Ln z n I I Lf) 0 m 0� 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD N rr) SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ANAHEIM, CA 92807 cl ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION 378 379 UNLESS OTHERWISE NOTED. 00 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE 384 385 RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK". THE CONTRACTOR 1205 DUPONT AVENUE SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. V 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. OS 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA (909) 820 -5598 -UNDERGROUND ATTN: STEVE HOCK COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR 1400 E. PHILLIPS BLVD. (213) 637 -1233 -PIPELINES TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED (909) 357 -6233 -DISTRIBUTION (800) 422-4133 AT LEAST TWO WORKING DAYS PRIOR TO START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. O3 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 8440 NUEVO AVENUE CRAWFORD CANYON MUTUAL WATER CO. PROCEDURES DESCRIBED IN STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST ATTN: BILL VANDERKEIFT, JR. (909) 822-2201 NON EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. FAX: (909) 823-5046 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, - 360 S.F. DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Q5 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR EACH INV. TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF STD. PLAN N0. 1005 612 INDUSTRIAL SAFETY. L. F. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN (5) FEET IN DEPTH SHALL BE - 900 S.F. GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE PAVEMENT 0.10' THICK FOR JOIN PURPOSES REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, PAVT. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. EXIST. 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 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 UNDER- GROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE 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 WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE 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 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 SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OF LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSECUTION 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 AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 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 WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTON. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE SITE, THE CITY ENGINEER MAY REQUIRE. TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 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 GRADE, 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 REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDER GROUND 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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN 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 REPORT AND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 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 THE CITY ENGINEER. 1 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, T WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. A P STREET IMPROVEMENT PLANS J I LOT NUMBERS �I 371 THRU 377 z vi TRACT 3348 SHEET 2 w Q V1 _OT NUMBERS � 387 THRU 394 0 J i �- ALMERIA AVENUE NTS INDEX SHEET 1. TITTLE SHEET 2. ST. PLAN ALMERIA AVE. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO N_ N rr) FONTANA, CA 92335 ANAHEIM, CA 92807 cl (714) 666-5467 378 379 380 00 00 00 384 385 386 1205 DUPONT AVENUE V1 _OT NUMBERS � 387 THRU 394 0 J i �- ALMERIA AVENUE NTS INDEX SHEET 1. TITTLE SHEET 2. ST. PLAN ALMERIA AVE. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 cl (714) 666-5467 SO.CAUFORNIA GAS COMPANY CONST. QUANTITIES ATTN: GREG GASPAR Q U 16231 VALLEY BLVD. COMCAST (CABLE TV) (909) 428-8411 ATTN: JACK HAYES EMERGENCIES 1205 DUPONT AVENUE ONTARIO, CA. 91761 V (909) 390-4738 SO. CALIFORNIA EDISON COMPANY OS 7951 REDWOOD AVE. GENERAL TELEPHONE COMPANY (909) 820 -5598 -UNDERGROUND ATTN: STEVE HOCK (909) 875 -5100 -TRANSMISSIONS 1400 E. PHILLIPS BLVD. (213) 637 -1233 -PIPELINES ONTARIO, CA. 91766 (909) 357 -6233 -DISTRIBUTION (800) 422-4133 (800) 422-4113 FONTANA WATER COMPANY O3 ATTN: MICHAEL J. McDRAW - 1 717 8440 NUEVO AVENUE CRAWFORD CANYON MUTUAL WATER CO. FONTANA, CA 92335 ATTN: BILL VANDERKEIFT, JR. (909) 822-2201 (619) 868-6040 FAX: (909) 823-5046 UNDERGROUND SERVICE ALERT (800)227-1600 PRIVATE ENGINEER'S NOTICE TO THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS: TO THE BEST OF OUT KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS, THE CONTRACTORAS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY IINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONDS- SUITABIUTY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- ABILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHOULD VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 378 379 380 378 379 380 384 385 386 STREET ADRESSES: LOT 381 6661 ALMERIA AVENUE, FONTANA, CA LOT 382 6669 ALMERIA AVENUE, FONTANA, CA LOT 383 6679 ALMERIA AVENUE, FONTANA, CA R/W(W) C.L. •r 32' EXISTING R/W (E) \ R/W SAW UT � �I LINE /v 34' 4' � ,z' zo• � zz• ,z' � FUTURE 0.5' CO29,'_ 2NST--\ VMT.� I 2% ro 2%fJ5. '- - EXIST. CONST. 4" P.C.C. EDGE OF PAVEMENT S/W OVER 90% 11 ' COMPACTED 2 NATIVE SUBGRADE T.I.=5.5 PROPOSED AND FUTURE ALMERIA AVENUE N.T.S. PROPOSED R/W (E) 0.5' -(S. HIGHLAND) s TORREY AVE-(OPROJECT SITE VICINITY MAP NTS BENCH MARK: ELEV =146.59 CITRUS AVE AT LOS CEDROS R/R SPK IN POLE OPP LOS CEDROS BASIS OF BEARINGS: . I THE BEARING OF N -0-09-00-W OF THE CENTERLINE OF ALMERIA STREET AS SHOWN IN BOOK 47 OF MAPS PG 14-16, RECORDS OF SAN BERNARDINO COUNTY IS THE BASIS FOR ALL BEARINGS SHOWN ON THIS DRAWING. LEGEND CONTRACTORS w � cl Y O CONST. QUANTITIES Q U ' �1 W _ - 180 L.F. C.L. OF FONTANA STD. PLAN N0.1003 V LOS CED OS VE. - 660 S.F. E.P. VICINITY MAP NTS BENCH MARK: ELEV =146.59 CITRUS AVE AT LOS CEDROS R/R SPK IN POLE OPP LOS CEDROS BASIS OF BEARINGS: . I THE BEARING OF N -0-09-00-W OF THE CENTERLINE OF ALMERIA STREET AS SHOWN IN BOOK 47 OF MAPS PG 14-16, RECORDS OF SAN BERNARDINO COUNTY IS THE BASIS FOR ALL BEARINGS SHOWN ON THIS DRAWING. LEGEND CONTRACTORS A.C. CONST. QUANTITIES B.W. �1 CONSTRUCT 8" CONC. CURB AND GUTTER PER CIN - 180 L.F. C.L. OF FONTANA STD. PLAN N0.1003 E.C. 02 CONST. 4" P.C.C. SIDEWALK OVER 90% COMPACTED - 660 S.F. E.P. NATIVE SUBGRADE PER CIN E.G. OF FONTANA STD. PLAN N0.1015 O3 CONST. MIN 4" A.C. PAV'T OVER 12" COMPACTED - 1 717 S.F. F.S. (95%) NATIVE SOIL � 6 O4 REMOVE AND REPLACE EXIST. PAV'T AND BASE - 360 S.F. H.P. Q5 CONST. RESIDENTIAL DRIVEWAY PER CIN OF FONTANA - (3) EACH INV. STD. PLAN N0. 1005 612 S.F. L. F. O6 GRIND AND OVERLAY EXIST - 900 S.F. S.F. PAVEMENT 0.10' THICK FOR JOIN PURPOSES PAVT. EXIST. ASPHALT CONCRETE BACK SIDEWALK CATCH BASIN CENTERLINE END CURVE EDGE PAVEMENT EDGE GRADE FLOW LINE FINISH SURFACE GRADE BREAK HIGH POINT INVERT LINEAL FEET SQUARE FEET PAVEMENT R/W RIGHT OF WAY T.C. TOP OF CURB EXISTING o� 6:rl 611S-li/G�o CIN OF FONTANA, CALIFORNIA TITTLE SHEET o' aS1,0(olo SCALE: 1"=40'