The URL can be used to link to this page

Home My WebLink About5382-1GENERAL NOTES STREET IMPROVEMENT PLANS 16273 SOUTH HIGHLAND AVE. 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. CITY OF FONTANA PROJECT LOCATION / I I 1� .1I I I C.U' '\ CONSTRUCT/ON NOTES *THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. PLEASE SEE RESPECTIVE SHEETS FOR QUANTITIES 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND 22.0' 8.0' 4.0' I C.U' (VARIES) ADDITIONAL I OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. LEGEND DEDICATION PROPOSED CROWN PROPOSED EXISTING CL EXISTING TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT. EXIS EXISTING Lq) UEN I EH LINE 1513.15F -S\ CURB & GUTTER E' PROPOSED EXISTING CURB &GUTTER R tf F.H. = FIRE HYDRANT Q ELEC VAULT = ELECTRIC VAULT TC = TOP OF CURB 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 0.5' EXISTING GROUND PAVEMENT PAVEMENT CURB & GUTTER ° -� \/\ \ 2% STLT = STREET LIGHT ® WV = WATER VALVE FL = FLOW LINE 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF TRFSIG = TRAFFIC SIGNAL O MANHOLE TB = TOP OF BERM PROPOSED PROPOSED THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER 5' SIDEWALK AC PAVEMENT SMH = SEWER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING VICINITY MAP -� = SIGN FS = FINISH SURFACE DAYS BEFORE EXCAVATION. N.T.S. O SDMH = STORM DRAIN MANHOLE FG = FINISH GRACE 0 PB = PULL BOX 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, 0 WM = WATER METER O TELMH = TELEPHONE MANHOLE Bye = BACK OF WALK CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND 0 TELPED = TELEPHONE PEDESTAL • PP = POWER POLE REMOVE EXIST AC PAVEMENT CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 0 MB = MAIL BOX S/W = SIDEWALK PROP AC PAVEMENT 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 SURVEYCONTROL, 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. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EX)STENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ANDIOR STRUC ORES SHOWN ON THESE PLANS FERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHAD_ BE CONFIRVED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUST?,;ENT CAN BE MADE IN AIJGNkfENT A.Nf TOR GRADE OF THE PROPOSED IMPROVEMENT. ; HE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTII.17Y LINES SHOWN ANI) ANY OTHER LINES NOT ON RECORD OR NOT SHO`iiN ON THEE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE W[TH GENETAII..Y 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 NORMA. WORKING HOURS, CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDE74NIFY AND HOLD DESIGN PROFESSIONAL 14ARMLESS FPOI ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING (JABILITY ARISING FROM THE SOLI. NEGUGENCE OF THE DESIGN PROFESSIONAL UTILITY CONTACTS THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. AT&T: (510) 64-5-2929 CIT`( 0= FONTANA: (909) 350-7610 TIME. WARNER CABLE: (909) 975-3398 SOUTHERN CALIFORNIA GAS COMPANY: (g`O9) 335--7583 FONIFA€eA WATER COMPANY: (909j 201-7333 SOUTHERN CALIFOPNJA EDISON COMPANY: (900) 928-8270 INLAINIL` EMPIRE €ITILMES AGENCY: (909) 993--15700 1509 0.5 1508 1507 F 1514 1513 1512 �a nI gToTll PROPOSED CURB & GUTTER OLEANDER STREET FACING NORTH SCALE: HORIZ.:1 "=6', VERT.:1 "=15' 12' 12.0' 22.0' 22.0' 8.0' 4.0' I C.U' (VARIES) ADDITIONAL I DEDICATION PROPOSED CROWN PROPOSED EXISTING CL EXISTING R/W EXIS EXISTING Lq) UEN I EH LINE 1513.15F -S\ CURB & GUTTER E' PROPOSED EXISTING CURB &GUTTER R WILY RW EXISTING ASPHALT EXISTING CROWN EXISTING ASPHALT (1513.31) RW PAVEMENT TO BE REMOVED TO BE REMOVED PAVEMENT TO BE REMOVED FS 0.5' EXISTING GROUND PAVEMENT PAVEMENT CURB & GUTTER ° -� \/\ \ 2% MEET ` EXISTING PROPOSED PROPOSED PROPOSED 5' SIDEWALK AC PAVEMENT AC PAVEMENT PROPOSED CURB & GUTTER OLEANDER STREET FACING NORTH SCALE: HORIZ.:1 "=6', VERT.:1 "=15' 12' 4U' 4U.U' I C.U' (VARIES) I S'LY 'LY /W EXISTING EXISTING CL EXISTING R/W MEET GROUND EXISTING EXISTING SIDEWALK EXISTING I CURB &GUTTER GROUND � EXISTING ASPHALT EXISTING ASPHALT EXISTING I � ° 2r PAVEMENT PAVEMENT CURB & GUTTER 41 PROPOSED 6SIDEWALK SOUTH HIGHLAND AVENUE FACING EAST SCALE: HORIZ.:1 "=6', VERT.A "=15' ING Y V 1514 1513 1512 1509 1508 1507