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HomeMy WebLinkAbout5014-1Z W J W U U Q z LLJ0 CITY OF FONTANA STREET IMPROVEMENT NOTES 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ONS ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDIT/ON UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT /S FOUND TO EX/ST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS /N THE "GREEN BOOK" THE CONTRACTORS SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEERS FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEER/NG DIVISION PRIOR TO THE START OF ANY WORK INSPECT/ON COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PR/OR TO THE START OF ANY WORK /N PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED /N STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON - METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTORS SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER /N DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENT/AL EX/STS FOR GROUND MOVEMENT 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED /N 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 CITY OF FONTANA STREET IMPROVEMENT PLAN POPLAR AVENUE and BOYLE AVENUE ANY EX/ST/NG UT/LIT/ES, AND TO EXERC/SE PROPER 1 ' 5' PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND M/N. SERVICE ALERT AT 1-800-277-2600 TWO WORK/NG DAYS BEFORE EXCAVATION. 3 EX. PAVEMENT 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCT/ON WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRR/GAT/ON, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND GR/ND 0. 10' MIN. CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORK/NG DAYS NOT/CE PR/OR TO WORK AND OVERLAY 0.10' MIN. AROUND THEIR FACILITIES. NEW PAVEMENT 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT SECTION APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE LAP JOIN DETAIL 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 GRADE(S). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 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 OR EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY 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 CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESS AT ALL TIMES. A MINIMUM 12 FOOT LAND SHALL BE MAINTAINED AT ALL TIMES /N 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 PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PR/OR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY /S OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. E 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE S S TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 13R U 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH T EXISTING CONCRETE. P 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE D SEWER LATERAL G 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, S INSPECTED AND APPROVED. 1 R 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF A STREETS. E 30. APPROVED SOIL STERILANT /S 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 THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEAN OUT 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 W AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAW/NGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. UNDERGROUND SERVICE ALERT CALLJOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOT TO SCALE UTILITY CONTACTS LECTR/C/ TY OUTHERN CALIFORNIA EIDSON COMPANY 00 N. PEPPER AVE. IAL TO CA. 92376 NDERGROUND: (909) 357-6233 RANSM/SS/ON: (909) 875-5100 IPELINES: (909) 657-1233 ISTR/BUT/ON. (909) 357-6233 AS OUTHERN CALIFORNIA GAS CO. 981 LOGON/A AVENUE EDLANDS, CA. 92374 TT'N. JOHN OATES MERGENC/ES: (800) 427-2200 APN: 0237-043-12 2 m� UU o p 46' 0 3 66' o�J 22' 22' 0 27 0. 5' S.5' 6' Mq�. 2y PROPOSED IMPROVEMENT I (EX/ST/NG /MPROVEMENT� STREET CROSS-SECTION POPLAR AVENUE NOT TO SCALE Qc co ' � 0.5' 3 66' o; 33' 11' 22' 22' ? 2 5.5'4 5.5' 5' 0.5' N _2Z ?% V . \ ���• \---- 29 R'R�Tnt'R�T'RR[[TRR'CCTR - -� L - - � a\11]1111\1111111VV�1111V111111 SV z EX/ST/NG IMPROVEMENT) I PROPOSED IMPROVEMENT STREET CROSS-SECTION BOYLE AVENUE NOT TO SCALE WATER FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA, CA. 92335 ATTN: MICHAEL McGRAW (909) 822-2201 FAX (909) 283-5046 GENERAL TELEPHONE COMPANY 1400 E. PHILLIPS RANCH BLVD. ONTARIO, CA. 91766 ATT'N: STEVE HOCK (800) 422-4133 (EXISTING IMPROVEMENT)STREET CROSS-SECTION SLOVER AVENUE NOT • SCALE SEWER CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA. 92335 (909) 350-6632 COMCAST CABLEV/S/ON 1205 DUPONT AVENUE ONTARIO, CA. 91761 ATT'N: JACK HAYES (909) 390-4738 12' 29 SEE SHEET 3 �17 r BOYLE AVENUE W N z W IQ 2 c W ff) 10 NORTH INDEX MAP NOT TO SCALE SEE SHEET 3 SLOVER AVENUE 10 FREEWAY 10 BOYLE AVE. w Q Q Q Q Y SL0VER AVE. ot: o v Q J V SANTA ANA JAVE. VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES: 0 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 1002, W=AS SHOWN ON PLAN 20 CONSTRUCT 8" P. C.C. CURB AND GUTTER PER CITY STD. NO. 1000 ( CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER 017-Y STD. NO. 1006 ® CONSTRUCT 4.5" A.C. MIN. OVER 12" MIN. OF 959 COMPACTED NATIVE SUBGRADE. 5 SAW -CUT, REMOVE AND DISPOSE EX/ST/NG A.C. PAVING PER LAP JOIN DETAIL LEGEND: 6 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. NO. 3000 7 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. NO. 1003 FL = FLOWL/NE ELEVATION ® REMOVE AND DISPOSE EX/ST/NG CONCRETE SIDEWALK ENGINEER'S NOTE: INCLUD/NG TC (X) = TOP OF CURB ELEVATION = EX/STING ELEVATION g RELOCATE EX/ST/NG POWER POLE PER SCE STANDARDS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UT/CITY PIPES, CONDUITS OR ANY TP = TOP OF PAVEMENT 0 INSTALL STREET LIGHT (PER STREET LIGHT PLAN) OTHER STRUCTURES SHOWN ON THESE DRAW/NGS WERE OBTAINED BY A SEARCH OF THE W = WATER LINE 1 ADJUST TO GRADE EX/ST/NG SEWER MANHOLE COVER PER CITY STD. N0. 2000 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES S = SEWER LINE 2 REMOVE AND DISPOSE EXIST/NG CHAIN LINK FENCE AT RIGHT OF WAY OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAW/NGS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES G = GAS LINE © CONSTRUCT CROSS -GUTTER TO MATCH EXISTING SECT/ON TO PROTECT THE UTILITY LINES SHOWN ON THE DRAW/NGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR FS = FIN/SHED SURFACE 4 O CONSTRUCT 6.5" A.C. MIN. OVER 12" MIN. Of 969 COMPACTED NATIVE SUBGRADE. UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAW/NGS. NG = NATURAL GROUND ® ADJUST TO GRADE EX/ST/NG SEWER MANHOLE COVER PER CITY STD. NO. 2000 NECKED BY: HCP __ EP = EDGE OF PAVING i WITH WATER PROOF COVER CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION CF = CURB FACE CONSTRUCT PARKWAY DRAIN PER APW4 STD. 151-2, S=1.5'p 0=60' OF THIS PROJECT, SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL EP = EDGE OF PAV/NG 1g REMOVE AND DISPOSE EX/ST/NG DRIVEWAY APPROACH APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE = PCC PAVING CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE - PCC SURFACE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 0 BENCH MARK: lTH THEM ESTIMATED QUANTITIES 780 S. F. 1005 L. F. 3860 S.F. 3, 372 S.F. - 92 TONS 728 L. F. 3 EACH 2 EACH 100 S. F. 3 EACH 6 EACH 2 EACH 910 L.F. 620 S. F. 7,065 S.F. - 277 TONS 1 EACH 1 EACH 1 EACH ERFORMANCE OF WORK ON TH/S PROJECT, EXCEPTING FOR LIABILITY ARISING DESCRIPTION: DESCRIPTION: 1 CSM CENTERLINE INTERSECTION OF BASIS OF BEAR/NGS /S THE CENTERLINE OF POPLAR AVENUE FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. POPLAR AVENUE AND SLOVER AVENUE BE/NG N00' 11'49 "E PER RS PMB 124/35 ASP#12-024/CUP#12-020 ELEVATION - 1049.30 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE P d SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. OFESS1 oQR cq`� �� z No. 37037 -0 ,t Exp. 6-30-14 * c / v � \P � ` repare Under THe Supervision OT: HENRY C. POOUIZ HP ENGINEERING, INC. 1465 CRESTVIEW ROAD REDLANDS, CA. 92374 909 -6797 FAx 909 799-1508 ( ) ( ) DATE: CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: CADD BOYLE AVENUE POPLAR AVENUE SLOVER AYENUE SCALE: AS SHOWN ESIGNED BY: HCP DATE: 01/07/13 NECKED BY: HCP __ APPR� . 0 _ DATEI / �3 I EN (NEER R.C. 51152 DRAWING N0. 5014 i HENRY C. POQ I .C.E. 37037