The URL can be used to link to this page

Home My WebLink About3432-1S Cr 0 0 a. GENERAL NOTES 1. ALL WORK SRki BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANL ARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK'. ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK , THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. 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, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN 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 IN THE 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 CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET 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 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 POTENTIAL FOR GROUND MOVEMENT EXISTS. 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 CONTACT UNDERGROUND 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 THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML 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 BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHAD_ 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 PUBUC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR 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 IS 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-ERODABLE 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 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. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED 3939 E. CORONADO STREET FONTANA, CA 92335 BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. (909) 350-6632 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A 1981 W. LUGONIA AVENUE LP GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA COMCAST (CABLE TV) (90 335-7547 FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. EMERGENCIES: (800) 427-2200 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES ONTARIO, CA 91761 SO. CALIF. EDISON COMPANY SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR 300 N. PEPPER AVENUE UPON COMPLETION OF PAVING. VERIZON 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE Ed 09 357-6505 - DISTRIBUTION !00) ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC 422-4133 CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. M: CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW ATTN: BASIL J. FABRIZIO 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, FONTANA CA 92235 SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION FAX. 9) 823- 5046 TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CfiY OF FONTANA, UT1M NOTIFICATION LIST CITY OF FONTANA S.B.C. INC. ATTN: CARLOS NAVARRO ATTN: JANE BLASINGHAM 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5500 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE LP REDLANDS, CA 92374 COMCAST (CABLE TV) (90 335-7547 ATTN: JACK HAYES EMERGENCIES: (800) 427-2200 1205 DUPONT AVE. POINT OF INTERSECTION ONTARIO, CA 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA 92376 VERIZON 909 820-5598 - UNDERGROUND ATTN: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA 91766 09 357-6505 - DISTRIBUTION !00) (800) 422-4133 422-4133 FONTANA WATER COMPANY CRAWFORD CANYON MUTUAL WATER CO. ATTN: MICHAEL J. McGRAW ATTN: BASIL J. FABRIZIO 8440 NUEVO AVENUE (909) 463-9580 FONTANA CA 92235 822-220 )(9 FAX. 9) 823- 5046 PRIVATE ENaNEEROS NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. MILLER AVENUE CITY OF FONTANA INDIX MAP SCALE: 1'=100' LEGEND & ABBREVIAT1ON5: INDICATES PROPOSED A.C. PAVEMENT ® INDICATES REMOVE EXISTING A.C. PAVEMENT ® INDICATES OVERLAY EXISTING A.C.PAVEMENT - - - INDICATES CENTERLINE INDICATES RIGHT-OF-WAY UNE - - - - INDICATES EXISTING IMPROVEMENTS ---(tom)- INDICATES EXISTING CONTOUR LINE ?� STREET LIGHTS �- DIRECTION OF FLOW FIRE HYDRANT CB CATCH BASIN TC FL FLOW UNE FS R/W RIGHT OF WAY EC BVC BEGIN VERTICAL CURVE BC EVC END VERTICAL CURVE BCR LP LOW POINT ECR LOC LENGTH OF CURVE MOC PI POINT OF INTERSECTION PRC BASIS OF BEARING• THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42'W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. TOP OF CURB FINISH SURFACE END CURVE BEGIN CURVE BEGIN CURB RETURN END CURB RETURN MIDDLE OF CURVE POINT OF REVERSE CURVATURE mil VICINITY NMLOCGAT10N CONSTRUCTION NOTES ESTIMATE OF QUANTITIES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. Ol - CONSTRUCT 4.5' AC PAVEMENT (MIN) OVER 12' OF 95X COMPACTED NATIVE SOIL (SEE GENERAL NOTE 31 do 32) SAWCUT AND REMOVE EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL ON SHEET2 GRIND AND OVERLAY EXISTING AC PAVEMENT PER TYPICAL PAVEMENT JOIN, DETAIL ON SHEET2 NOTE: FOR SULTANA AVENUE AND LIME AVENUE TYPICAL SECTIONS SEE SHEET 2 RECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall po,t responsible for any errors or omissions Ihi h jabe i corporated herein as a result DATE 309 TONS 1760 SF 9000 SF � /OS.HA S. A�M�9��2 o N0.43976 m Exp. 6/30/07 t1'j�\ CIVIL ,.�a�4 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE „__a Prepared By: A O SHOULD CONSTRUCTION OF REQUIRED BENCHMARK FESS/0 ,� CITY Of FONTANA CALIFORNIA IMPROVEMENTS NOT COMMENCE wRHIN PREPARED FOR: O ALLAAD ENGINEERING TWO YEARS OF THE DATE OF APPROVAL S dtfldfl'1 �`.,r,,., CITY OF FONTANA BENCHMARK NO. 361. Civil Engineering -Land Surveying -Land Planning pQ �'y� SULTANA & LIME AVENUE STREET WIDENING Gulp SHOWN HEREON AND CARRIED FORTH IN A RAILROAD SPIKE IN NORTH FACE OF POWERPOLE 8253 Sierra Avenue _ DRAWN BY: IrTu ENT PLAN SCALE: 2201 Dupont Drive, Suite 300 m AE DIAL TWO WORKING DILIGENT' MANNER, THE CITY ENGINEER MAY NO. 1536697E AT THE SOUTHWEST CORNER OF Fontana, California 92335 w No. 43976 rn AS NOTED BEFORE DAYS BEFOREING Irvine, CA 92612 BASELINE AVENUE AND SULTANA AVENUE (� 09) 356-1815 Fax (909) 356-1795 � Exp. 6/30/05 � DESIGNED BY. . 16271.1DATE: Y0U DIG Y❑U DIG REQUIRE REVISIONS TO THE PLANS TO (949) 833-1554 ext.226 �j �(� AE HEFT APRIL, 2004 BRING THEM INTO CONFORMANCE WITH (949) 833-7853 /J t+j A.C.E. 43976 �- Date � d 4P Civil- P CHECKED BY: D DRAWING NO.: TOLL FREE OUND SERVICE A 00 CONDITIONS AND STANDARDS IN EFFECT David S. Hammer, OF F r. ,0 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD ORA wl�� KI'as)1b.144 I6, ELEVATION: 1365.01 (expires 6/30/2005) CALi MI V � ' FA CITY ENGINEER R.C.E. 51152 1 3432 2 Filename: m:\dwg\12908\street\widening\16271-1-STWOt.dwg