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Home My WebLink About4160-1GENERAL 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 ENGINEERING DEPARTMENT 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 M/�NUAL 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 OTENTIAL 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. 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 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-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 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, BASIS OF BEARINGS ASSUMED DUE NORTH ALONG THE CENTERLINE OF CITRUS AVENUE BETWEEN MERRILL AVENUE AND CERES AVENUE, BEING N 00'00'00" E. ASSUMED COORDINATE VALUES AT THE INTERSECTION OF CITRUS AVENUE AND MERRILL AVENUE: NORTHING 1,000 EASTING 1,000 BENCHMARK 6 PK NAIL IN LEAD @ BEGINNING OF TRANSITION EAST SIDE, SOUTH SIDE OF TRACKS ELEV. 1230.84 BENCHMARK8 PK NAIL IN LEAD ON CURB, BCR N/E CORNER OF CITRUS AVENUE AND MERRILL AVENUE BENCH MARK NO. 8 (9/67) ELEV. 1213.20 A p Dc:_be AWAAAAAAAP DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF FONTANA CITRUS AVENUE MEDIAN IMPROVEMENTS STREET IMPROVEMENT PLAN VICINITY MAP N.T.S. CONTRACTOR'S RESPONSIBILITY FOR UTILITY THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. CITY OF FONTANA, UTILITY NOTIFICATION UNDERGROUND SERVICE ALERT GOLDEN STATE FOR TIME WARNER 800-227-2600 3281 GUASTI RD. #350 SHEET ONTARIO, CA 91761 SO.CAL. EDISON 909-456-3600 7951 REDWOOD AVE. RICHARD WILKINSON FONTANA, CA 92336 SHEET 909-357-6221 AT&T CALIFORNIA FOOTHILL BVD 1265 VAN BUREN RM.180 5-PLAN/PROFILE ANAHEIM, CA 92807 CITY OF FONTANA PUBLIC WORKS w 16489 ORANGE WAY KERRY KENNEY FONTANA, CA 92336 Al � � KEITH KRAMER 1981 LUGONIA AVE. 8-PLAN/PROFILE a SAN GABRIEL VALLEY WATER CO. Q 11142 GARVEY AVE. EMERGENCIES: 800-427-2200 UPLAND AVE < a 626-448-6183 LUIS MONTENEGRO y WHIT -TRAM COURT 4 W RIALTO, CA 92376 AT&SF RAILROAD 909-873-8022 Q LYNN DURRETT z >c 4 ' W w r _CERES AVE < < w ¢ Z 3 a 1 VI J Q F - � - MERRILL AVE 1 Fr I ARROW BLVD STREET PLAN INDEX LILENCIA VALENCIA AVE AVEORSEY AVE PROJECT AVE LOCAT/OH ORANGE WAY WHITTRAM CT SCRRA(METROLINK) TRACKS CERES AVE CERES AVE MERRILL AVE CERES AVE m = a 3 p VICINITY MAP N.T.S. CONTRACTOR'S RESPONSIBILITY FOR UTILITY THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR SUBSTRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. CITY OF FONTANA, UTILITY NOTIFICATION UNDERGROUND SERVICE ALERT GOLDEN STATE FOR TIME WARNER 800-227-2600 3281 GUASTI RD. #350 SHEET ONTARIO, CA 91761 SO.CAL. EDISON 909-456-3600 7951 REDWOOD AVE. RICHARD WILKINSON FONTANA, CA 92336 SHEET 909-357-6221 AT&T CALIFORNIA CHRIS LORIMER 1265 VAN BUREN RM.180 5-PLAN/PROFILE ANAHEIM, CA 92807 CITY OF FONTANA PUBLIC WORKS 714-666-7401 16489 ORANGE WAY KERRY KENNEY FONTANA, CA 92336 Al 909-350-6632 SO. CAL GAS KEITH KRAMER 1981 LUGONIA AVE. 8-PLAN/PROFILE REDLANDS, CA 92374-9796: SAN GABRIEL VALLEY WATER CO. 909-335-7871 11142 GARVEY AVE. EMERGENCIES: 800-427-2200 EL MONTE, CA 91734 BRUCE YONKERS 626-448-6183 LUIS MONTENEGRO U.S. SPRINT WHIT -TRAM COURT 282 S. SYCAMORE AVE. RIALTO, CA 92376 AT&SF RAILROAD 909-873-8022 LYNN DURRETT SURVEY MONUMENT NOTE SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION. THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. -� REC090 09,A A5 - Gulz_r "V 11,11.0 REV. REVISION DESCRIPTION DATE I ENGR. I CITY I 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. lost SHEET 71 7�1111111L DORSEY AVE 1 J� . I SHEET 2 -NOTES AND DETAILS L_ DORSEY AVE 3-PLAN/PROFILE SHEET 6 SHEET ' I ------ SHEET 5-PLAN/PROFILE 1 i - ORANGE COURT SHEET 5 Al 7-PLAN/PROFILE STA.30+00.00 TO STA. 35+00.00 SHEET 8-PLAN/PROFILE i 1 1 SHEET 9-HARDSCAPE STA.10+00.00 TO STA. 23+00.00 1 �- 10-HARDSCAPE STA.23+00.00 TO STA. 35+60.10 WHIT -TRAM COURT AT&SF RAILROAD SHEET 4 ' _CERES AVE SHEET 3 1 I 1 Uj - - MERRILL AVE 1 Fr I STREET PLAN INDEX N.T.S. QROFESS FEUPE U. �yG' MOUNOS No. 40964 * EXP. 3/31/09 CIVIL OF CAOE��\/ HARDSCAPE PLAN INDEX N.T.S. SHEET INDEX SHEET 1 -TITLE SHEET SHEET 2 -NOTES AND DETAILS SHEET 3-PLAN/PROFILE STA.10+00.00 TO STA. 15+00.00 SHEET 4-PLAN/PROFILE STA.15+00.00 TO STA. 20+00.00 SHEET 5-PLAN/PROFILE STA.20+00.00 TO STA. 25+50.00 SHEET 6-PLAN/PROFILE STA.25+50.00 TO STA. 30+00.00 SHEET 7-PLAN/PROFILE STA.30+00.00 TO STA. 35+00.00 SHEET 8-PLAN/PROFILE STA.35+00.00 TO STA. 35+60.10 SHEET 9-HARDSCAPE STA.10+00.00 TO STA. 23+00.00 SHEET 10-HARDSCAPE STA.23+00.00 TO STA. 35+60.10 FEDERAL ID NO: STPLH-5307(014) Prepared Under The Supervision Of : DRAWN BY: VL �" CHECKED FELIPE U. MOLINOS RCE 40964 DATE I MP CITY OF FONTANA, CALIFORNIA Q Q_ Z W Q_ W W W Z Q W W W S Q co lor U STREET IMPROVEMENT PLAN CITRUS AVENUE MEDIAN IMPROVEMENTS SCALES. SHOWN DATE: TITLE SHEET 11/14/07 AP OVED Z$ ; Z , DRAWING NO.. G •0 1 zR 1717 EN MER R.C.E. 51152 DATE' 7 4160