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HomeMy WebLinkAbout3932-1.o STREET 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 LATEST EDITION). 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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 WITHIN THE CITY LIMITS. 3, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 4. ASBUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 5. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR WATER VALVE OPERATIONS, ADJUSTMENTS, AND WATER SYSTEM REQUIREMENTS. 6. STATIONING REFERS TO THE STREET CENTERLINE EXCEPT WHERE OTHERWISE NOTED. 7. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS, SIGNS, AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 8. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED, AND APPROVED PRIOR TO PAVING STREETS. 9. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-227-2600. 10. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WETHER SHOWN ON THESE PLANS OR NOT. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. 14. ALL MANHOLES, CLEAN OUT FRAMES, VAULTS, AND VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR AND/OR UTILITY COMPANY UPON COMPLETION OF PAVING. 15. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STAN DAR D DETAILS. 16. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO PLACING ASPHALT. 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED, AND APPROVED. 19. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 20. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 21. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 22. THE CONTRACTOR SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. NO BACKFILL SHALL OCCUR WITHOUT PRIOR APPROVAL BY THE CITY INSPECTOR. 23. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 26. THE STRUCTURAL SECTION FOR THE STREET WAS SELCTED USING EXISTING ASBUILT INFORMATION GATHERED BY THE FONTANA PUBLIC SERVICES DEPARTMENT AND APPROVED BY THE CITY ENGINEER. DEA UTILIZED THE STRUCTURAL SECTION UNDER THE DIRECTION OF THE CITY ENGINEER. 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS FO DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING AT ALL TIMES. 28. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES, OR BENCHMARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS, WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. 29. ADEQUATE CONTROL STAKES SHALL BE SET TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN LOCATIONS AND GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKES AND CONTROL STAKING DURING CONSTRUCTION. 30, WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE IN THE "GREEN BOOK," THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 31. 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. r. SHEET INDEX SHEET 1 TITLE SHEET SHEET 2 STREET & STORM DRAIN IMPROVEMENT PLAN FOR OLEANDER, AVENUE SHEET 3 STREET & STORM DRAIN IMPROVEMENT PLAN FOR OLEANDER AVENUE 15 (;UUNIY OF 5AN dtKNAKUINU VICINITY MAP NTS 32. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LINE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 33. THE CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER LATERAL, IF CURB IS REMOVED AND REPLACED AT THAT LOCATION. 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. REPLACE ALL EXISTING STRIPE AND PAVEMENT MARKINGS WITH THERMOPLASTIC UNLESS OTHERWISE DIRECTED. 35. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE EXISTING LANDSCAPING, SPRINKLERS, AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. STORM DRAIN 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 SOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREENBOOK", 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. • '1 UTILITY CONTACTS: ELECTRIC SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92336 (909) 357-6585 ATTN: Arlan E. Averyt GAS SOUTHERN CALIFORNIA GAS CO. 1918 LUGONIA AVE. REDLANDS, CA 92374 (909) 335-3928 (909) 335-7734 PLANNER ATTN: ROGELIO RAWLINS EMERGENCIES: (800) 427-2200 STORM DRAIN/SEWER CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA 92335 (909) 350-6731 ATTN: KIM CHITWOOD NOTE: NON -FEE PERMIT REQ'D BEFORE CONSTRUCTION. WATER SAN GABRIEL WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA 91733 (626) 448-6183 ATTN: LUIS MONTENEGRO ADDRESS ALL CORRESPONDENCE TO: POST OFFICE BOX 6010 EL MONTE, CA 91734-2010 ATTN: JACK N. SWE CABLE CO. ADELPHIA COMMUNICATIONS 1260 DUPONT ST. ONTARIO, CA 91761 (909) 975-3342 FIBER OPTIC CABLE AT&T OSP ENGINEERING 360 EAST ALESSANDRO BLVD. RIVERSIDE, CA 92508-2402 RUBEN MARTINEZ (909) 776-3914 SPRINT 282 S. SYCAMORE ST. RIALTO, CA 92376 (909) 873-8022 TELEPHONE SBC PACIFIC BELL 1265 N VAN BUREN ST #180 ANAHEIM, CA 92807 (714) 666-5415 ATTN: BRIAN SNOWDEN TIME WARNER TELECOM 430 N. VINYARD AVE. SUITE 150 ONTARIO, CA 91764 (909) 456-3693 ATTN: BART VAN WEY VERIZON 1400 E. PHILLIPS BLVD. POMONA, CA 91766 (909) 469-6343 ATTN: JERRY RUIZ 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 9. 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. 10. 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. 11. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 12. 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 PRIOR BEFORE EXCAVATION. 13. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 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. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT 14. APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 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 16. 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. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR 17. BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 18. 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. 19. 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. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 20, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, INCLUDING ADEQUATE WATERING AT ALL TIMES. LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DFl INFATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Underground Service Alert sEcM 4216 /4217 of THE caavERNaarr CODE RKECOAUXIRES A OK; NM IOENTIFIG►iION NUMBQt 8E IISSM BffORE A PERMIT TO EXGVA7E WILL BE VALID FOR YOUR OKi AIE3U I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-600 227-2600 REVISIONS EMS DATE CITY DATE APPROVAL APPROVAL ABBREVIATIONS/LEGEND AC BASELINE AVE. AVENUE BCR BEGIN CURB RETURN BW BACK OF WALK ELEVATION CL CENTER LINE CONST CONSTRUCT CF CURB FACE C&G PROJECT LOCATION DWG a DWY MILLER DR AVE. SEE SHEET 2 _ z EDGE OF PAVEMENT EXIST EXISTING FH Lv / FLOW LINE ELEVATION FS FINISH SURFACE ELEVATION GB GRADE BREAK Q FOOTHILL BLVD w- o a Q a LT ry MOD. w NRW V w o- PAVEMENT R w RR > RT ck� RAW RIGHT OF WAY STD STAN DAR D ST STREET STA STATI O N SWK SIDEWALK TC ARROW BLVD. TB TOP OF BERM ELEVATION TS TRAFFIC SIGNAL VC VERTICAL CURVE SC V) DETECTORS PER PLAN - --- EXISTING RIGHT-OF-WAY - EXISTING CENTERLINE (3) EXISTING SEWER MANHOLE 0 EXISTING STORMDRAIN MANHOLE U • METROLINK RAILROAD MERRILL AVELj. Q Jk: � RAN DALL AVE. Q SAN BERNARDINO AVE. > �� > '�' > > �_ w w zz ry 0- _ `w DC 0 0 ry Of JA LLEY BLVD. Ujo 10 I I (;UUNIY OF 5AN dtKNAKUINU VICINITY MAP NTS 32. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LINE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 33. THE CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER LATERAL, IF CURB IS REMOVED AND REPLACED AT THAT LOCATION. 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. REPLACE ALL EXISTING STRIPE AND PAVEMENT MARKINGS WITH THERMOPLASTIC UNLESS OTHERWISE DIRECTED. 35. THE CONTRACTOR SHALL RELOCATE AND/OR REPLACE EXISTING LANDSCAPING, SPRINKLERS, AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. STORM DRAIN 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 SOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREENBOOK", 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. • '1 UTILITY CONTACTS: ELECTRIC SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92336 (909) 357-6585 ATTN: Arlan E. Averyt GAS SOUTHERN CALIFORNIA GAS CO. 1918 LUGONIA AVE. REDLANDS, CA 92374 (909) 335-3928 (909) 335-7734 PLANNER ATTN: ROGELIO RAWLINS EMERGENCIES: (800) 427-2200 STORM DRAIN/SEWER CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA 92335 (909) 350-6731 ATTN: KIM CHITWOOD NOTE: NON -FEE PERMIT REQ'D BEFORE CONSTRUCTION. WATER SAN GABRIEL WATER COMPANY 11142 GARVEY AVENUE EL MONTE, CA 91733 (626) 448-6183 ATTN: LUIS MONTENEGRO ADDRESS ALL CORRESPONDENCE TO: POST OFFICE BOX 6010 EL MONTE, CA 91734-2010 ATTN: JACK N. SWE CABLE CO. ADELPHIA COMMUNICATIONS 1260 DUPONT ST. ONTARIO, CA 91761 (909) 975-3342 FIBER OPTIC CABLE AT&T OSP ENGINEERING 360 EAST ALESSANDRO BLVD. RIVERSIDE, CA 92508-2402 RUBEN MARTINEZ (909) 776-3914 SPRINT 282 S. SYCAMORE ST. RIALTO, CA 92376 (909) 873-8022 TELEPHONE SBC PACIFIC BELL 1265 N VAN BUREN ST #180 ANAHEIM, CA 92807 (714) 666-5415 ATTN: BRIAN SNOWDEN TIME WARNER TELECOM 430 N. VINYARD AVE. SUITE 150 ONTARIO, CA 91764 (909) 456-3693 ATTN: BART VAN WEY VERIZON 1400 E. PHILLIPS BLVD. POMONA, CA 91766 (909) 469-6343 ATTN: JERRY RUIZ 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 9. 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. 10. 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. 11. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 12. 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 PRIOR BEFORE EXCAVATION. 13. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 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. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT 14. APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 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 16. 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. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR 17. BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 18. 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. 19. 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. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 20, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, INCLUDING ADEQUATE WATERING AT ALL TIMES. LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DFl INFATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Underground Service Alert sEcM 4216 /4217 of THE caavERNaarr CODE RKECOAUXIRES A OK; NM IOENTIFIG►iION NUMBQt 8E IISSM BffORE A PERMIT TO EXGVA7E WILL BE VALID FOR YOUR OKi AIE3U I.D. NUMBER CALL UNDERGROUND SERVICE ALERT 1-600 227-2600 REVISIONS EMS DATE CITY DATE APPROVAL APPROVAL ABBREVIATIONS/LEGEND AC ASPHALT CONCRETE AVE AVENUE BCR BEGIN CURB RETURN BW BACK OF WALK ELEVATION CL CENTER LINE CONST CONSTRUCT CF CURB FACE C&G CURB & GUTTER DWG DRAWING DWY DRIVEWAY DR DRIVE ECR END CURB RETURN EP EDGE OF PAVEMENT EXIST EXISTING FH FIRE HYDRANT FL FLOW LINE ELEVATION FS FINISH SURFACE ELEVATION GB GRADE BREAK HP HIGH POINT LIP LIP OF GUTTER LP LOW POINT LT LEFT MOD. MODIFIED NRW NON -RECLAIMABLE WASTEWATER PVMT PAVEMENT R RADIUS RR RAILROAD RT RIGHT RAW RIGHT OF WAY STD STAN DAR D ST STREET STA STATI O N SWK SIDEWALK TC TOP OF CURB ELEVATION TB TOP OF BERM ELEVATION TS TRAFFIC SIGNAL VC VERTICAL CURVE SC SAWCUT & INSTALL LOOP DETECTORS PER PLAN - --- EXISTING RIGHT-OF-WAY - EXISTING CENTERLINE (3) EXISTING SEWER MANHOLE 0 EXISTING STORMDRAIN MANHOLE 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. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE. 26. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 27. 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. 28. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 29. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 30. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 31. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 32. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 33. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY ENGINEER. 34. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DAVID EVANS alloASSOCIATES INC. 800 North Haven Avenue, Suite 300 Ontario California 91764 Phone: 909.481.5750 PROJECT MANAGER QA • REGISTERED CIVIL ENGINEER CONSTRUCTION NOTES OCONSTRUCT 0.25' AC OVER NATIVE PER PLAN AND SPECS �2 CONSTRUCT 0.15' AC OVERLAY PER PLAN AND SPECS CONSTRUCT 8" CURB AND 18" GUTTER PER CITY OF FONTANA STD. DWG. 1003 O OCONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. DWG. 1015 O5 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 1005 OCONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. DWG. 1005A O7 CONSTRUCT CATCH BASIN PER CITY OF FONTANA STD. 121-A (MOD.) $� CONSTRUCT 18" RCP, D-2000 O9 CONSTRUCT 21" RCP, D-3000 10 CONSTRUCT STORM DRAIN MANHOLE PER APWA STD. DWG. 321-1, L=4' 11 CONSTRUCT CONCRETE DISCHARGE STRUCTURE PER CITY OF FONTANA STD. DWG. 124 (MOD.) 12 CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE PER APWA STD. 340-1 13 CONSTRUCT PARKWAY DRAIN (MOD.) PER APWA STD. PLAN 151-1 & DETAIL B 14 CONSTRUCT 6" PCC RETAINING CURB DSAWCUT & REMOVE 25 LF OF EXISTING PVC PROPERTY DRAIN PIPE & INSTALL COUPLINGS, ELBOWS & FITTJNG AS NEC.ESSARY TO CONNECT TO PROPERTY DISCHARGE STRUCTUREJ0.25% (0.25% MIN. SLOPE). 16 REMOVE EXISTING BLOCK WALL (APPROX. 13'). SAWCUT & REMOVE EXIST. PCC, & REPLACE AS NEC�SSARY. CONSTRUCT TYPE A MASONRY RETAINING WALL PER APWA STD. PLAN 618-1. j7 ADJUST VALVE COVER TO GRADE 18 RELOCATE EXISTING WATER MATER 19 RELOCATE EXISTING TELEPHONE MARKER POST 20 RELOCATE EXISTING MAILBOXES (3) 21 INSTALL DOUBLE YELLOW STRIPE PER CALTRANS STD. PLAN A20A DETAIL 22 DEMOLITION NOTES 1� SAWCUT & REMOVE EXISTING AC (0.38'±) REMOVE EXISTING CURB AND GUTTER 3� REMOVE EXISTING SIDEWALK ® REMOVE EXISTING AC BERM a REMOVE EXISTING DRIVEWAY © REMOVE EXISTING PALM TREE 71 REMOVE EXISTING CONCRETE HEADWALL ® REMOVE EXISTING 18" STORM DRAIN PIPE F9 REMOVE EXISTING STORM DRAIN MANHOLE 10 REMOVE EXISTING DISCHARGE STRUCTURE 1 REMOVE EXISTING STRIPING NOTICE TO CONTRACTORS 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. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE US DEPARTMENT OF LABOR AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR OR SUBCONTRACTORS COMPLIANCE WITH SAID REGULATIONS AND ORDERS. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVA.'LABLE 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 HEREON, AND FOR ANY DAMAGE OR PROTECTION OF THESE LINES. 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 114QUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. CITY OF FONTANA, CALIFORNIA DRAWN BY:AAP SCALE: DESIGNED BY: STREET AN STORM DRAIN I HORIZ: AS NOTED MxR IMPROMENT PLAN `�T: CHECKED 8`(: L.�A DER AVENUE DATE: cxco C /// 09/27/08 JOB N0. P DR. N0. SHE F��17 ENGINEER RCE N0. S/1S2 3932 � OF a3 n cm c� In v - C) Cn `3 V J 10 Q __jW biryW Q Q J a 1-1m 0 z 1-1- 0 L z d �7