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HomeMy WebLinkAbout3006-1PROPERTY LINE 20' 52' 32' 0.1 MIN. 52' 44' 40' PROPERTY LINE 16' 11 16' .. 12 5' SLOP VARIES 1 1 0.69 TO 3.68% -- .•- 1 rc II BEECH AVENUE T. 1. = 10.5 TYPICAL CROSS SECTION STA. 10+30.36 TO 12+63.85 12' OLD PROPERTY LINE STREET IMPROVEMENT PLANS BEECH AVENUE A.P.N. 237-141-14 CITY OF FONATANA ASP 00-19 GENERAL NOTES GENERAL NOTES (CON'T) 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OTHER TRAFFIC CONTROL AT ALL TIMES. CONSTRUCTION NOTES/ES TIMA TE OF QUANTITIES* ("GREEN BOOK-). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE 117 TONS ASPHALT REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE O1 INSTALL 6.5" MIN. AC OVER 6" AGG BASE*'4800 SF 180 TONS BASE 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION SPECIFIED DENSITY 1S OBTAINED. (""""""""""""',t" ",""""'"""'""""'"'""""". PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST 2O INSTALL 8" PCC CURB AND GUTTER PER CITY !��� ..................................... 166 LF TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. Q3 REMOVE EXISTING 8" PCC CURB AND GUTTER ............... 234 LF LIMITS. CALL (909) 350-7610 ® REMOVE EXIST/NG CATCH BASIN......................................................................................... 1 EA 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE U5 CONSTRUCT CATCH BASIN PER APWA STD 300-2 SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATIONS AND WATER RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (V=3.77, H=3 W=12, A=90°).............................................................................................. 1 EA REQUIREMENTS. DURING CONSTRUCTION. ® INSTALL 24" DIA., 1350D, RCP (EXTEND TO MEET C.B.)............................................. 8 LF 4. CURVE DATA REFERS TO THE CURB FACE. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET O CONSTRUCT D/W APPROACH (R=8, W=35' PER CITY STD. NO 102-C .................. 1 EA IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON - CONSTRUCT D/W APPROACH (R=SEE PLAN, W=28' PER CITY STD. NO 102-C. 1 EA 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ERRODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 9� EXISTING TELEPHONE SWITCH BOX - PROTECT IN PLACE ....................................... 1 EA 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH i0 CONSTRUCT PCC COLLAR AT PIPE TO PIPE CONNECTION STREETS. MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. PERAPWA STD 380-3.............................................................................................................. 1 EA 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, 11 EXISTING SEWER MANHOLE PROTECT /N PLACE.......................................................... 2 EA HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, 1N THE FIELD, THE MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED 1@ EXISTING S.D. MANHOLE ADJUST TO GRADE ............................... ............................... 1 EA TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK 13 EX/STING DRIVEWAY, PROTECT IN PLACE....................................................................... 2 EA 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER i� INS TA L L 0.1' MIN. AC OVERLAY............................................................................................ 3,728 SF REPL A CEMENT OF THE MONUMENT. a COLD PLANE A.C. PAVEMENT, 0.10' MIN ............................................................................. 1,400 SF 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHEDGRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL 16 REMOVE EX/STING A.C. PAVEMENT CM BASE ..................................... . ...................... 3,500 SF OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS AFTER COMPLETION OF ROUGH GRADING. 2 i CONSTRUCT 4ifIW-K .OQA PETY:c!'T,D #-3�••<I-��- 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, Q -••• •-••••-• • 1A, 4 BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 18 CONSTRUCT 8" AC BERM PFR APWA STD. 120-1, TYPE D-1 ..................................... 49 LF IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 19 CONSTRUCT CLEAN SAND BACKFILL WITH 2" A.C. CAP ............................................ 130 SF AROUND THEIR FACILITIES. ® CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE A, 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO MINIMUM TWELVE (12) FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR H=3", H1=3"................................................................................................................................... 120 SF SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. RESIDENTS AND EMERGENCY VEHICLES. ©1 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. NO. 1006 I ...... 940 SF ® INSTALL ST. LIGHT PER CITY STD. 1016, 22000 LUMEN, HPSV 200 WATT ....... 1 0 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH SHALL BE DETERMINED AT THE TIME OF 30, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR © CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. APPROVAL OF THE INSPECTOR. 12. WHEN CONFLICT IS FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY 31. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL SEWER LATERAL. IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. * ESTIMATE OF QUANTITIES IS FOR PERMIT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. ** PRELIMINARY SECTION FOR ESTIMATING PUPOSES ONLY, FINAL SECTION TO BE DETERMINED BY SOILS ENG/NEER. PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR /S REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRA WINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. RICHARD BARKLEY MORSCH, RCE 29506 EXP. 3/31/03 BENCHMARK TOP OF CURB A T THE SOUTHERL Y END OF THE CURB RETURN AT THE SOUTHWEST CORNER OF BEECH AVENUE AND SANTA ANA AVENUE. ELEVATION 1002.17 13. APPROVED SOIL STERILANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N 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. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA TION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 19. 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. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.TC.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTA/N`BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS A FFEC TED BY THE CONS TRUC TION TO THE SA TISFA C TION OF THE CITY ENGINEER. + LRND DEW-1.0RME�VT D,ESi(2w 0041) 4 y 2 3/3 � • A#ILADEL.I WIA 67WE07, cIAliT "F 0/1lTAelo CA 917&1 i Y1171z/ KEV11V J. 9/c4E:)c ieCE 4.3714 EXP. o3/a-11M VALLEY BLVD. NTERSTATE 10 SLOVER AVE. � N.T.S. �wl �41 t 4 t SANTA ANA i U i PROJECT SITE w W m _T JURUPA AVE. VICINITY MAP GENERAL NOTES (CON'T) 1. ALL WORK SHALL BE /N ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OTHER TRAFFIC CONTROL AT ALL TIMES. CONSTRUCTION NOTES/ES TIMA TE OF QUANTITIES* ("GREEN BOOK-). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE 117 TONS ASPHALT REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE O1 INSTALL 6.5" MIN. AC OVER 6" AGG BASE*'4800 SF 180 TONS BASE 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION SPECIFIED DENSITY 1S OBTAINED. (""""""""""""',t" ",""""'"""'""""'"'""""". PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST 2O INSTALL 8" PCC CURB AND GUTTER PER CITY !��� ..................................... 166 LF TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. Q3 REMOVE EXISTING 8" PCC CURB AND GUTTER ............... 234 LF LIMITS. CALL (909) 350-7610 ® REMOVE EXIST/NG CATCH BASIN......................................................................................... 1 EA 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE U5 CONSTRUCT CATCH BASIN PER APWA STD 300-2 SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATIONS AND WATER RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING (V=3.77, H=3 W=12, A=90°).............................................................................................. 1 EA REQUIREMENTS. DURING CONSTRUCTION. ® INSTALL 24" DIA., 1350D, RCP (EXTEND TO MEET C.B.)............................................. 8 LF 4. CURVE DATA REFERS TO THE CURB FACE. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET O CONSTRUCT D/W APPROACH (R=8, W=35' PER CITY STD. NO 102-C .................. 1 EA IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON - CONSTRUCT D/W APPROACH (R=SEE PLAN, W=28' PER CITY STD. NO 102-C. 1 EA 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ERRODABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 9� EXISTING TELEPHONE SWITCH BOX - PROTECT IN PLACE ....................................... 1 EA 6. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH i0 CONSTRUCT PCC COLLAR AT PIPE TO PIPE CONNECTION STREETS. MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. PERAPWA STD 380-3.............................................................................................................. 1 EA 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. 26. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, 11 EXISTING SEWER MANHOLE PROTECT /N PLACE.......................................................... 2 EA HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, 1N THE FIELD, THE MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED 1@ EXISTING S.D. MANHOLE ADJUST TO GRADE ............................... ............................... 1 EA TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK 13 EX/STING DRIVEWAY, PROTECT IN PLACE....................................................................... 2 EA 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER i� INS TA L L 0.1' MIN. AC OVERLAY............................................................................................ 3,728 SF REPL A CEMENT OF THE MONUMENT. a COLD PLANE A.C. PAVEMENT, 0.10' MIN ............................................................................. 1,400 SF 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHEDGRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL 16 REMOVE EX/STING A.C. PAVEMENT CM BASE ..................................... . ...................... 3,500 SF OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS AFTER COMPLETION OF ROUGH GRADING. 2 i CONSTRUCT 4ifIW-K .OQA PETY:c!'T,D #-3�••<I-��- 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, Q -••• •-••••-• • 1A, 4 BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 18 CONSTRUCT 8" AC BERM PFR APWA STD. 120-1, TYPE D-1 ..................................... 49 LF IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 19 CONSTRUCT CLEAN SAND BACKFILL WITH 2" A.C. CAP ............................................ 130 SF AROUND THEIR FACILITIES. ® CONSTRUCT LOCAL DEPRESSION PER APWA STD. 313-1, CASE A, 29. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO MINIMUM TWELVE (12) FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR H=3", H1=3"................................................................................................................................... 120 SF SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. RESIDENTS AND EMERGENCY VEHICLES. ©1 CONSTRUCT 4" CONCRETE SIDEWALK PER CITY STD. NO. 1006 I ...... 940 SF ® INSTALL ST. LIGHT PER CITY STD. 1016, 22000 LUMEN, HPSV 200 WATT ....... 1 0 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH SHALL BE DETERMINED AT THE TIME OF 30, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT PRIOR © CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. APPROVAL OF THE INSPECTOR. 12. WHEN CONFLICT IS FOUND TO EXIST /N THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY 31. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE CONTRACTOR SHALL SEWER LATERAL. IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. * ESTIMATE OF QUANTITIES IS FOR PERMIT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. ** PRELIMINARY SECTION FOR ESTIMATING PUPOSES ONLY, FINAL SECTION TO BE DETERMINED BY SOILS ENG/NEER. PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR /S REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRA WINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. RICHARD BARKLEY MORSCH, RCE 29506 EXP. 3/31/03 BENCHMARK TOP OF CURB A T THE SOUTHERL Y END OF THE CURB RETURN AT THE SOUTHWEST CORNER OF BEECH AVENUE AND SANTA ANA AVENUE. ELEVATION 1002.17 13. APPROVED SOIL STERILANT /S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM /N GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET /N 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. 17. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCA VA TION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 19. 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. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.TC.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTA/N`BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS A FFEC TED BY THE CONS TRUC TION TO THE SA TISFA C TION OF THE CITY ENGINEER. + LRND DEW-1.0RME�VT D,ESi(2w 0041) 4 y 2 3/3 � • A#ILADEL.I WIA 67WE07, cIAliT "F 0/1lTAelo CA 917&1 i Y1171z/ KEV11V J. 9/c4E:)c ieCE 4.3714 EXP. o3/a-11M