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Home My WebLink About4403-1STREET IMPROVEMENT NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC 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 EXISTS FOR GROUND MOVEMENT. 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 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 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 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. z 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO z BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY a DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. U a 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. z 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO ui OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE 0 WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. i v 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING a_i STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE ETEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 0 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED E AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD I DETAILS. Q) Q) cn U BASIS OF BEARING BEARINGS ARE BASED ON THE NORTH UNE OF THE NORTHEAST J, OF THE NORTHWEST I OF SECTION 24, TOWNSHIP 1 NORTH, RANG 6 WEST, SAN BERNARDINO cn CIO MERIDIAN, AS SHOWN ON TRACT 16325, FILED W BOOK ,, 312 OF MAPS, AT PAGES 16 THROUGH 24, INCLUSIVE, IN o -0 THE OFFICE OF THE COUNTY RECORDER OF SAN U EBERNARDINO COUNTY, BEING NORTH 8723'57' EAST. vCD U � 0 BENCH MARK: o DESCRIBED BY METROPOLITAN WATER DISTRICT SO. o lo CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE T_ INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE jo SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH E -b ON THE NORTHWEST CORNER OF A 10 FOOT WIDE Z � CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD o MWDSC 3 INCH BRASS DISK STAMPED '33A 1992'. 0 o NAVD 88 -15 5.56 (FEET) � J CITY OF FONTANA STREET /kii,APROVEMENT PLANS DUNCAN CANYON ROAD 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 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, 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. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ...DIG�LE � T ERNATE ENGINEER NOTE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 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 DESIGN PROFESSIONAL. ENGINEERS N077CE TO COAUFMCT013S NB ENTRANCE RAMP i■. MI___�C_ COYOTE CANYON ROAD SITE LOCATION ROADRUNNER �0 ROAD CHERRY AVENUE SUMMIT AVENUE I VICINITY MAP N. T.& CITRUS AVENUE APN• I APN• I PROP. STORM DRAIN APS. 0226-007-034 I 0226-007-033 I MPSD LINE -A 0226-•007-032 ■ SHE�ET 3 _ DUNCAN CANYON F 1 o■■ �� APN. 1107-026-007 NB EXIT RAMP THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. TOL- FRS -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I APN, 1107-026-008 i ------------------------ - - - - - - - - - - - - - - - - - - pm i CITRUS AVENUE UTILITY PURVEYORS WATER WEST VALLEY WATER DISTRICT ATTENTION: LON TSAI 855 W. BASELINE TELEPHONE: (909) 875-1804 INDEX MAP RIALTO, CA 92377 SEWER CIN OF FONTANA ATTENTION: CHUCK HAYS 1 100' "= 8353 SIERRA AVE. TELEPHONE: (909) 350-6530 SHEET INDEX FONTANA, CA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY ATTENTION: WM JERRY SILVA 1 TITLE SHEET 800 W. CIENEGA AVENUE TELEPHONE: (909) 592-3737 2 TYPICAL STREET SECTIONS SAN DIMAS, CA 91773 3 DUNCAN CANYON ROAD -STA. 73+04.83 TO STA. 81+00.00 GAS THE GAS COMPANY ATTENTION: STEVE ROBLES 4 DUNCAN CANYON ROAD -STA. 81+00.00 TO STA. 89+09.36 16231 VALLEY BOULEVARD TELEPHONE: (909) 428-8407 FONTANA, CA 92335 TELEPHONE VERIZON ATTENTION: FRANK ANGUSTAIN 16071 MOJAVE DRIVE, BLDG. B TELEPHONE: (760) 245-0330 CONS7PUC77ON NOTES OUAWMES VICTORVILLE, CA 92392 CABLE TIMEWARNER CABLE ATTENTION: LEWIS MCDONALD 1500 S. AUTO CENTER DRIVE TELEPHONE: (909) 975-3343 O1 CONSTRUCT 0.55' A.C. PAVEMENT OVER 0.65' C.A.B. PER CITY OF FONTANA ONTARIO, CA 91761 STD. PLAN NO. 400 (SEE NOTES 31 & 32; &TYPICAL SECTION) 0.55' A.C. - 95,847 SF 3,908 TONS LEGEND 0.65' C.A.B. - 95,847 SF 4,610 TONS 2O REMOVE EXISTING A.C. PAVEMENT 41,300 SF 0-0 STREET LIGHT O3 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. PLAN N0. 403 + STREET NAME W/ STOP SIGN MOC MIDDLE OF CURVE (MODIFIED W=10) 613 SF ----- TRACT BOUNDARY CIL CENTERLINE 4O RELOCATE EXISTING TELEPHONE POLE BY OTHERS 9 EA ---- EXIST. RIGHT OF WAY MOVC MIDDLE OF VERTICAL CURVE - - - - ULT. RIGHT OF WAY BVC BEGIN VERTICAL CURVE 5O RELOCATE EXISTING ELECTRICAL POLE BY OTHERS 7 EA EDGE OF PAVEMENT EVC END VERTICAL CURVE - - ------CROSS GUTTER FLOW EP EDGE OF PAVEMENT O RELOCATE EXISTING GUY POLE BY OTHERS 2 EA -•--•-- DAYLIGHT LINE BC BEGIN CURVE O7 RELOCATE EXISTING GUY WIRE BY OTHERS 6 EA SAWCUTI REMOVE EXISTING EC END CURVE BCR BEGIN CURB RETURN O8 ADJUST EXISTING WATER VALVE TO GRADE 10 EA A.C. PAVEMENT ECR END CURB RETURN GTD GRADE TO DRAIN O REMOVE EXISTING A.C. BERM 370 LF PROPOSED PAVEMENT TAN. GR. TANGENT GRADE 10 SAWCUT EXISTING A.C. PAVEMENT 172 LF PVI POINT OF VERTICAL INTERCEPT O GRIND AND OVERLAY P/ POINT OF INTERCEPT 11 REMOVE AND RELOCATE EXISTING STREET NAME WITH STOP SIGN BELOW (1 1/2" MIN.) OVER EXISTING OC ON CURB PER CITY OF FONTANA STD. PLAN NO. 4003 1 EA ' PAVEMENT A.C. ASPHALT CONCRETE VC VERTICAL CURVE 12 GRIND AND A.C. OVERLAY ( 1 1/2" MIN) OVER EXISTING PAVEMENT 3,640 SF C.A.B. COARSE AGGREGATE BASE TM TOP OF MEDIAN OEP ON EDGE OF PAVEMENT FL FLOW LINE BEPR EDGE OF PAVEMENT TB TOP OF BERM EPR �ND' EDGE OF PAVEMENT RETURN RETURN EARTHWORK OUAAffMES FS FINISH SURFACE T.O.H. TELEPHONE OVERHEAD LINES 3,165 CY GB GRADE BREAK E.O.H. ELECTRIC OVERHEAD LINES RAW CUT 885 CY RAW FILL SEAL -ENGINEER o QvF ESS/0N9 AE I- CASC SHOULD CONSTIMTION OF THE REQUIRED IMPROVEMENTS NOT ��- y0s �� C O N S U L T I N G COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN C-1)/<< G' DRAWN BY: W u) o 937 SOUTH VIA LATA, SUITE 500 GS HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER NO. 42280 COLTON, CA 92324 DESIGNED BY: MAY REGIUIRE REVISIONS TO THE PLANS TO BRING THEM INTO EXP. 03/31/10 PH. (909) 783-0101; FAX (909) 783-0108 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. OS/AE PREPARED BY: STEVE OSFORD R.C.E. N0. 42280 CNIL �Q' EXP. D 3/31/1 CHECKED BY: 9TF OF CA��FDATE: SJH CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DUNCAN CANYON ROAD Tf>�E- SHEET APP OVED CITY ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN ABOVE DATE: JUNE 2008 DRAWING NO.: 1 4403 4,