The URL can be used to link to this page

Home My WebLink About2895-2PROJECT SPECIFIC NOTES 1. GENERAL CITY WILL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN BERNARDINO TRANSPORTATION DEPARTMENT (FOR WORK TO BE PERFORMED WITHIN COUNTY RIGHT-OF-WAY). CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF SAID PERMIT. CONTRACTOR SHALL MAINTAIN TWO LANES OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION UNLESS OTHERWISE SPECIFIED OR PERMITTED BY THE CITY. NO CLOSURE OF CHERRY AVENUE OR SLOVER AVENUE WILL BE PERMITTED. CONTRACTOR SHALL FURNISH TRENCH PROTECTION AS REQUIRED TO CONSTRUCT STORM DRAIN AND MAINTAIN TRAFFIC MOVEMENT. CHERRY AVENUE IS A BUS ROUTE FOR FONTANA UNIFIED SCHOOL DISTRICT (FUSD). CONTRACTOR SHALL ACCOMMODATE FUSD AS REQUIRED TO MAINTAIN SERVICE. POWERPOLE RELOCATIONS WILL BE THE RESPONSIBILITY OF THE UTILITY OWNER AND SHALL OCCUR PRIOR TO THE CONSTRUCTION OF THE CHERRY AVENUE STORM DRAIN AND SEWER PROJECT. 2. NOTIFICATIONS ONE MONTH PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL POST CONSTRUCTION NOTICE SIGNS SPECIFYING DATES WHEN CONSTRUCTION WILL BEGIN AND CONTRACTOR'S NAME AND PHONE NUMBER. IN ADDITION TO NOTIFICATIONS SPECIFIED IN THE CONSTRUCTION SPECIFICATIONS (GENERAL CONDITIONS, UTILITY REQUIREMENTS), CONTRACTOR SHALL NOTIFY RESIDENT AND COMMERCIAL ESTABLISHMENTS OF IMPENDING WORK. PRINTED NOTICES, PROVIDED BY CITY, SHALL BE DELIVERED TO ALL RESIDENTS AND COMMERCIAL ESTABLISHMENTS IN THE VICINITY OF THE WORK AT LEAST SEVEN DAYS IN ADVANCE OF CONSTRUCTION. SAID NOTICES SHALL FIRST BE APPROVED BY THE CITY AND SHALL CONTAIN A GENERAL DESCRIPTION OF THE WORK, DATES WORK WILL BE PERFORMED, DESCRIPTIONS OF AREAS WHERE TRAVEL AND PARKING WILL BE RESTRICTED, AND NAMES OF STREETS WHICH WILL BE CLOSED TO THROUGH TRAFFIC OR WHERE TRAFFIC WILL BE RESTRICTED. IF THE CITY OR COUNTY RECEIVES COMPLAINTS FROM INDIVIDUALS AFFECTED BY CONSTRUCTION, CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE CITY. IF CONTRACTOR RECEIVES COMPLAINTS DIRECTLY, HE SHALL REPORT SAME IMMEDIATELY TO THE CITY. THEREAFTER, HE SHALL TAKE IMMEDIATE ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE CITY. 3. SEWER LATERALS SEWER LATERALS SHALL BE CONSTRUCTED PRIOR TO STORM DRAIN CONSTRUCTION AS INDIDCATED ON THE SEWER PLANS. THE CONTRACTOR SHALL PROTECT LATERALS IN PLACE, DURING STORM DRAIN CONSTRUCTION. 4. RESTORATION REQUIREMENTS CONTRACTOR SHALL PROTECT EXISTING CURB AND GUTTER IN PLACE DURING STORM DRAIN CONSTRUCTION. IF CURB AND GUTTER IS DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE SAME TO LIMITS SPECIFIED BY CITY. CONTRACTOR SHALL, AS A MINIMUM, HAVE ACCOMPLISHED BY THE END OF EACH WORK DAY (4:00 P.M.) THE FOLLOWING: A. PLATE (ANTI-SKID) OPEN EXCAVATIONS (30' MAXIMUM). TEMPORARY ASPHALT CONCRETE SHALL BE PLACED AROUND PLATES FOR SMOOTH TRANSITION (WHERE APPLICABLE). B. FILL ALL REMAINING EXCAVATIONS WITH COMPACTED BACKFILL AND PLACE 2" MINIMUM TEMPORARY ASPHALT CONCRETE PAVEMENT IN ALL AREAS WHERE EXISTING PAVEMENT WAS REMOVED. SAID PAVEMENT SHALL BE COMPACTED, ROLLED SMOOTH AND FLUSH WITH ADJACENT PAVEMENT SUFFICIENT TO SUPPORT TRAFFIC. SAID PAVEMENT MAY BE PLACED COLD PROVIDED IT IS PLACED SMOOTH AND FLUSH WITH ADJACENT EXISTING PAVEMENT AND ROLLED WITH A STEEL WHEELED PAVEMENT ROLLER, AND PROPERLY MAINTAINED. C. REMOVE ALL DEBRIS, CONSTRUCTION MATERIALS, AND EQUIPMENT FROM PUBLIC STREETS, CONSTRUCTION RIGHT-OF-WAY, AND PRIVATE PROPERTY. D. CLEAN (INCLUDING SWEEPING AND WASHING) ALL STREETS, DRIVEWAYS, GUTTERS, SIDEWALKS, AND ALL OTHER WORK AREAS. (CONTRACTOR MAY BE REQUIRED TO WASH AND/OR SWEEP WORK AREAS MORE THAN ONCE A DAY, IF DIRECTED BY THE CITY). E. RELOCATE ALL TRAFFIC CONTROL AS REQUIRED AND TO OPEN ALL STREETS TO TRAFFIC. CONTRACTOR SHALL MAINTAIN ALL TEMPORARY ASPHALT CONCRETE THROUGHOUT THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES TO MAINTAIN TEMPORARY ASPHALT CONCRETE AND TRENCH BACKFILL IN GOOD AND SAFE CONDITION. CONTRACTOR SHALL IMMEDIATELY RESPOND TO ALL REQUESTS BY CITY FOR REMEDIAL WORK (INCLUDING WEEKENDS AND HOLIDAYS). CONTRACTOR SHALL HAVE A CREW AVAILABLE TO RESPOND TO SAID REQUESTS. CONTRACTOR SHALL RECYCLE ALL REMOVED ASPHALT CONCRETE PAVEMENT. CONTRACTOR SHALL FURNISH CITY WRITTEN DOCUMENTATION THAT SAID PAVEMENT HAS BEEN RECYCLED. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT ORE r� CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG JN 12414 City of Fontana File: E:\dwg\J 2414\Cherry\12407ASD2.dwg 11 /14/00 5. ADDITIONAL BACKFILL REQUIREMENTS WHERE PROPOSED STORM DRAIN CROSS BENEATH EXISTING WATERLINES (4" MINIMUM DIAMETER), CONTRACTOR SHALL WRAP EXISTING WATERLINE WITH 60 ml VISQUINE AND CRADDLE EXISTING WATERLINE WITH 2" THICK STYROFOAM TO THE SPRINGLINE. CONTRACTOR SHALL PROVIDE A PIPE SUPPORT FOR THE EXISTING WATERLINE PER DETAIL BELOW. 6. TRENCHING CONTRACTOR SHALL WHILE ACTIVELY WORKING IN CONSTRUCTION AREA, LIMIT OPEN TRENCHES TO 100 FEET MAXIMUM. NO OPEN TRENCHES ARE PERMITTED DURING NON WORK HOURS. 7. STORM DRAIN CONSTRUCTION SEQUENCE CONTRACTOR SHALL CONSTRUCT CONNECTION TO EXISTING 45" STORM DRAIN PER SHEET 3. CONTRACTOR SHALL CONSTRUCT STORM DRAIN CONTINUOUSLY FROM DOWNSTREAM TO UPSTREAM INCLUDING MANHOLES LATERALS, AND INLETS. 8. SURVEY MONUMENTS CITY WILL TIE OFF ALL EXISTING KNOWN MONUMENTS AND FILE ALL REQUIRED DOCUMENTS PRIOR TO BEGINNING CONSTRUCTION. CITY WILL RESET MONUMENT AFTER CONSTRUCTION IS COMPLETE. 9. ASPHALT CONCRETE PAVEMENT/STRIPING SIGNAGE FINAL ASPHALT CONCRETE PAVEMENT (AGGREGATE BASE, BASE PAVEMENT, AND OVERLAY) SHALL BE INSTALLED AFTER STORM DRAIN CONSTRUCTION IS COMPLETE. ALL ASPHALT CONCRETE PAVEMENT LIMITS, AND REQUIREMENTS AND STRIPING AND SIGNING REQUIREMENTS ARE SPECIFIED ON THE CHERRY AVENUE IMPROVEMENTS RESTORATION AND TRAFFIC CONTROL (JURUPA AVENUE TO SLOVER AVENUE DRAWINGS.) U� No. 164342 Exp. 6/30/05 �T FCA�h� 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 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. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. 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. 6. 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 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. 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. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 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. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. 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. 12. 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. 13. 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. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN 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. Lr)lcinc;SU215TE 100VE TION CENTER WAY ONTARIO, CA 91764 (909) 937-0200 - pl,• Z . OS CARL J. FRE N, R.C.E. No. 16434 DATE EXPIRES 6-30-05 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. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR 22. 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. 23. 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. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 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. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CONSTRUCTION NOTES FOR STORM DRAIN IMPROVEMENTS FOR CHERRY AVENUE SELECT P MATERIAL 90% COM PROPOSED STORM DRAIN U IIELOW Storm Drain Bedding Detail N.T.S. NOTES: 1. BEDDING SHALL BE COMPOSED OF SAND OR OTHER GRANULAR MATERIAL AND SHALL HAVE A SAND EQUIVALENT VALUE NOT LESS THAN 20 AS SPECIFIED IN SUBSECTION 306-1.2.1 AS AMENDED UNLESS OTHERWISE APPROVED BY THE ENGINEER AND SHALL BE COMPLETED PRIOR TO PLACING THE BALANCE OF THE BACKFILL. THE MAXIMUM ROCK SIZE FOR BEDDING SHALL BE 1" IN THE GREATEST DIMENSION. NESTING OF ROCKS WILL NOT BE PERMITTED. 2. PAVEMENT REQUIREMENTS PER CITRUS AVENUE DETOUR IMPROVEMENTS, RESTORATION, AND TRAFFIC CONTROL (FROM JURUPA AVE. TO SLOVER AVE.) DRAWINGS. NOTES 1. WIDTH OF BEAM SHALL EQUAL O.D. + 8" OF SUPPORTED PIPE. 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM WIDTH SHALL BE EQUAL BEDDING WIDTH. 3. IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE FULLY BEDDED IN 420-C-2000 CONCRETE FOR LENGTH 18". THE BEDDING SHALL HAVE A MINIMUM THICKNESS OF 4". CLASS 'C' MORTAR SHALL BE PLACED BETWEEN TOP OF BEAM AND SUPPORTED PIPE TO PROVIDE MINIMUM BEARING SHOWN. 4. THIS CASE IS PERMITTED ONLY IF THE TRENCH WALLS ARE FIRM AND UNYIELDING. 5. MAXIMUM SPACING OF BARS SHALL BE 4" O.C. JD > EXISTINGCONDUIT TOUBE SUPPORw tL a_ 18" TRENCH WIDTH 560 - B - 3250 A REINFORCED CONCRETE BEAM - PRIOR TO CONSTRUCTION OF PIPE SUPPORT #4 BARS CONTRACTOR SHALL WRAP EXISTING WATERLINE WITH 60 mil VISQUINE AND CRADDLE EXISTING WATERLINE WITH 2" THICK STYROFOAM BETWEEN PIPE AND CONCRETE SUPPORT. MIN. BEARING SHALL BE 18" 0.5 O.D. OF SUPPORTED PIPE #4 BAR CONTINUOUS PIPE SUPPORT N.T.S. SHOULD CONSTRUCTION OF THE I CITY REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: AND CARRIED FORTH IN A DILIGENT PS MANNER, THE CITY ENGINEER MAY DESIGNED BY: REQUIRE REVISIONS TO THE PLANS TO PS BRING THEM INTO CONFORMANCE WITH CHECKED BY: CONDITIONS AND STANDARDS IN EFFECT. SCN SECTION A -A COUNTY OF SAN BERNARDINO APPROVED: CHIEF, DESIGN DIVISION OF'70NTANA, CALIFORNIA CHERRY AVENUE CHERRY AVE STORM DRAIN SCALE: CONS TION NOTES AS SHOWN DATE: OCTOBER 2003 AP EA DATE: DRAWING NO.:YI 2895 CI ENGINEER .C. No. 1152 Mylar: 10/17/03