The URL can be used to link to this page

Home My WebLink About5637-1STREET IMPROVEMENT GENERAL 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 PREFERENCE SPECIFICATIONS AND STANDARD 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 PROVISION 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 CONFIRM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBE 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 IN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICE 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 EXCAVATION GREATER THAN (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 THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN (5) FEET SHALL ALSO B E GUARDED WHEN 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 LOCATION OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THEN 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 THE 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 AMY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALUE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF THE STREET 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 THE 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 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 LANES 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 OPERATION 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 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 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 NOWERODEABLE 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 CONFIRM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFIRM 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 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 RO FINISHED GRADE BY THE PAVING CONTRACT UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICE 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. BENCHMARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO CA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE AND CHERRY AVE AT THE SOUTHWEST CORNER 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 ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FEET SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992" ELEVATION : 1,508.56 FEET (NAVD 88) BASIS OF BEARINGS: THE SOUTH LINE BEARING OF SECTION 14 BEING N 89'53'29"E AS PER P.M.B. 122 PAGE 57 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. UNDERGROUND SERVICE ALERT CALL TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CITY OF FONTANA STREET IMPROVEMENT PLANS 15292 DUNCAN CANYON ROAD PRIVATE 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 THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENTS SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FIIRTHER 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 OF DESIGN PROFESSIONAL. ENGINEER'S NOTICE TO CONTRACTORS 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 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 CONSTRUCTOR 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. UTILITY PURVEYORS WATER WEST VALLEY WATER DISTRICT UNIT 855 W. BASELINE SHEET 1 RIALTO, CA 92335 SEWER CITY OF FONTANA SHEET 2 8353 SIERRA AVE 205 FONTANA, CA 92335 ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY S.F. 800 W. CIENEGA AVENUE SHEET 4 SAN DIMAS, CA 91773 GAS THE GAS COMPANY EA 16231 VALLEY BOULEVARD 110 FONTANA, CA 92335 TELEPHONE VERIZON LF 16071 MOJAVE DRIVE, BLDG. B 3,444.00 VICTORVILLE, CA 92335 CABLE ADELPHIA COMMUNICATIONS 1500 S. AUTO CENTER DRIVE 571.00 ONTARIO, CA 9176 ATTENTION: LON TSAI TELEPHONE: (909)875-1804 ATTENTION: RICHARD ASPRIL TELEPHONE: (909)350-6632 ATTENTION: JEFF BURT TELEPHONE: (909)5923737 ATTENTION: STEVE ROBLES TELEPHONE: (909)428-8407 ATTENTION: FRANKAGUSTAIN TELEPHONE: (760)245-0330 ATTENTION: LEWIS MCDONALD TELEPHONE: (909)975-3343 INDEX TO PROJECT DRAWINGS: SHEET SHEET DESCRIPTION UNIT TITLE SHEET/NOTES/SECTIONS SHEET 1 S.F. 3a- REMOVE EX. DWY. & CONSTRUCT NEW 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000 CONSTRUCTION QUANTITIES SHEET 2 STREET PLAN & PROFILE 205 (ROADRUNNER ROAD) SHEET 3 STREET PLAN S.F. (DUNCAN CANYON ROAD) SHEET 4 CROSS SECTIONS 9 INSTALL STREET LIGHT PER STREET LIGHT PLAN. (ROADRUNNER ROAD) VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES QTY UNIT (D-- SAWCUT & REMOVE EXISTING A.C. PAVEMENT AND GRIND/OVERLAY PER DETAIL "A" 650 S.F. 3a- REMOVE EX. DWY. & CONSTRUCT NEW 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000 30 LF �- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000 205 LF 5a- CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STANDARD PLAN NO. 1002 416 S.F. 6 CONSTRUCT NEW 4" THICK CONCRETE SIDEWALK (W=6') PER CITY STANDARD PLAN 1006. 1,356.00 S.F. 9 INSTALL STREET LIGHT PER STREET LIGHT PLAN. 1 EA 10 CONSTRUCT CURB RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1003 110 S.F. 21 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STANDARD PLAN NO. 1007 100 LF �26_CONSTRUCT 4.5" MIN. A.C. PAVEMENT OVER 12" OF 95% COMPACTED NATIVE 3,444.00 S.F. PER CITY OF FONTANA STANDARD PLAN NO. 400. 27 RECONSTRUCT EXISTING DRIVEWAY TO NEW GRADE PER CITY OF FONTANA STANDARD PLAN 1002. 571.00 S.F. �29_REMOVE OR RELOCATE EXISTING GATE PER PLAN. 1 LOT 36 EQUESTRIAN TRAIL WITH 5'.0 HIGH EQUESTRIAN TRAIL VINYL FENCE DETAIL PER LANDSCAPE PLANS. 236.00 L.F. N0. REVISIONS DESCRIPTION DATEI ENGR. CITY DATE 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 BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. DETAIL "A" NOT TO SCALE / �toFESSIbv, \ U Z * No. C-31604 sTgr Divi\-� F OF CAV / .:k 1670 .................. 1 12' 22' WEST R/W EXISTING EQUESTRIAN TRAIL . __..._.._._____._._.... . ........ie=EXISTING C&G 22' (2%) 2% EXISTING _..._ LANDSCAPING EXISTING STREETY PROPOSED PAVEMENT EXISTING RETAINING WALL _ PAVEMENT-___.._..SECTION....(MATCH . EXISTING).....__ PROPOSED DE LEON ENGINEERING 8061 SAN MATEO CIRCLE,BUENA PARK, CALIFORNIA 90620 TEL. # (714)826-5125 FAX. # (714)827-7987 DRAWN BY: M.D. APPROVED BY: CYNTHIA A. DE LEON R.C.E EXPIRES DATE UL_0lvl ILU U 1 D�I(�� CHECKED BY; 31604 12/31/18 C.DL. TYPICAL STREET SECTION ROADRUNNER ROAD N.T.S. EXISTING EAST R/W 12' NEW EAST R/W 4' Z_ Ar WIDENING 2% SIDEWALK CUP NO. 10-016 DRP NO. 10-002 CITY OF FONTANA, CALIFORNIA 12UHIRIE4 PLIHO. 15292 DUNCAN CANYON ROAD, FONTANA, CA., 92336 SCALE: AS ROADRUNNER ROAD AND SHOWN D NCAN CANYON ROAD DAA' 08/24/17 IED BYl3 • /� DWG. NO. ly5637 NGINEER R.C.E. 51152 DATE