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Home My WebLink About5390-2t STROM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN EXISTING SURVEY CONTROL , 3 I JSRO. TWO WORKING DAY NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. ' - R/W - - EXlS11NG RIGHT-OF-WAY 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES `O WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH R/VIF �� PROPOSED RIGHT-OF-WAY 4 THE. APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. - EXISTING CENTERLINE N.W. RAMP DETAIL 13. Cx1RVE DATA REFERS TO THE FACE OF CURB. EXISTING CURB AND GUTTER SCALE: N.T.S. EXISTING CURB OR AC BERM 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE PROPOSED CURB AND GUTTER NOTED. � EXISTING PCC CONCRETE 15. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE � EXISTING LANDSCAPE AREA CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTRUCTION O 2' AC OVERLAY CONTROL STAKING DURING CONSTRUCTION. ® 4' AC PAVEMENT 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES ® 4' AC SIDEWALK OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. ® ASPHALT CONCRETE REMOVAL 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY ® ASPHALT CONCRETE GRIND MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DOME BY A REGISTERED AB ABANDON CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE AC ASPHALT CONCRETE DESTROYED AS A RESULT OF THIS CONTRUCTIONV SHALL BE REPLACED. THE CONTRACTOR AP ANGLE POINT SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. BC BEGINNING OF CURVE BCR BEGIN CURB RETURN 18. THE CONTRACTOR SHALL MAINTAIN ACS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES CL CENTERLINE IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. CF CURB FACE 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST EC END OF CURVE CONTROL. INCLUDING ADEQUATE WATERING, AT ALL TIMES. ECR END CURB RETURN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EL ELEVATION EXCEED 25 MILES PER HOUR. FH FIRE HYDRANT 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MUD, SILT OR DEBRIS FL FLOW LINE TO BE DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY FS FINISH SURFACE DURNING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL GB GRADE BREAK 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INV INVERT INSPECTOR. LF LINEAR FEET 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO MH MANHOLE OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF PCC PORTLAND CEMENT CONCRETE THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. PRC POINT OF REVERSE CURVE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM S SLOPE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY STA - STATION ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS_ TC TOP O CURB 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED TD TOP OF DIKE AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA TP TOP OF PAVEMENT STANDARDS DETAILS. WM WATER METER 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO Q UTILITY INTERFERENCE FLAG (APPROXIMATE LOCATION OF INTERFERENCE WITH TYPE OF MATCH EXISTING CONCRETE. UTILITY INDICATED BY: W -WATER; G --GAS; 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE T TELEPHONE; SD -STORM DRAIN; S -SEWER LOCATION OF THE SEWER LATERAL E -ELECTRIC; TV -CABLE TELEVISION; IR -IRRIGATION U -UNKNOWN UTILITY). Underground Service Alert TKE ENGINEERING, INC. SECTION 4216/4217 OF THE GOVERNMENT _ - 2305 CHICAGO AVENUE IN CODE REQUIRES A DIG ALERT IDENTIFICATION _h �� yy -_- =_ _ = -- RIVERSIDE, CA 92507 ' NUMBER BE ISSUED BEFORE A PERMIT TO -- EXCAVATE WILL BE VALID Na69984; _ - (951) 680-0440 F\ FOR YOUR DIG ALERT I.D. NUMBER CALL E,p,9-�16 RING FAX (951) 680-0490 f� UNDERGROUND SERVICE ALERT � CMV �� S TOLL FREE 1-800-227-2600 ��'`-� TERRY M. RENNER R.C.E. No. 6998 TWO WORKING DAYS BEFORE YOU DIG REV t�9ON o�norl DATE ENM aThr DATE EXPIRES: 9-30-16 101-72 1354.95 TD BCR - - m ECR -SCALE: N.T.S. I 4. 81 I EX. GROUND I� R/W 10 60' RIGHT-OF-WAY VARIFS PROPOSED EDGE OF PAVEMENT 34't 60' RIGHT--OF-WAY VARIFq PROPOSED TOP OF DIKE 18'f r-v.r•w\.� r-�� rr C/UJIIIVV rUVL Vr 32 PAVEMENT 4' 4' 4' EX. GROUND PROPOSED SAWCUT PROPOSED SAWCUT R41 2' �__ 2 I � �� JD 5 T� �_ 5 �z5% M PR. GROUND ::z_-_ 2 1 N.T.S. TYPICAL SEC11ON -11+00 60' so' RIGHT-OF-WAY VARIFS -♦-•tea• air • PAVEMENT RIGHT-OF-WAY VARIES 'n rnn nr nvc R /W R /W 18'f I i I r-�wr.w\.r, r-r►.+r �r n \ • �\ •r\.T r-�ne.�+\.� rr, ter- �r I uuJ 1IlvV r. iVG Vr rMYGMuv 1 WJ 1IIYV C.IJVG Vr 4' 8' 32, PAVEMENT 4' 4' 4' E)L GROUND I EX. GROUND i 2' PR. GROUND PROPOSED SAWCUT PROPOSED SAWCUT - - - - 4 I Q ac R /W I I 4' 8, EX. GROUND I PR. i 60' 2, 7 S=2 I 5 N PR. GROUND -Z S_ -_2.5X N.T.S. TYPICAL SECTION -13+68.14 q_ 60' RIGHT-OF-WAY RIGHT-OF-WAY VARIF Z VeRIFc PROPOSED EDGE OF PAVEMENT PROPOSED TOP OF DIKE34!4' 4' 6' r-r,�r �r n \ • r\.r-\.T r -n r.t.\.� r•r,rr �r WJIIIrV LUVL Vr rAYLMLIv I L ulalinV ruVG Vr 32' PAVE PROPOSED SAWCUT PROPOSED SAWCUT PI \ 2' 2 / •v S-2 -� 5% 5 _ ................ .. - -� --Lz :Z: = S -Z5 60' N.T.S. TYPICAL SECTION -16+0926 RIGHT--OF-WAY VARiFc PROPOSED EDGE OF PAVEMENT 34'f CNJ 111vV LUVL w rl%vLMUv 1 33, 60' RIGHT--OF-WAY VARIEc PROPOSED TON' OF DIKE 18't wJ 1 uvV u►Vc Vr PAVE7MENT 4' 4' 4' EX. GROUND - - - - --- - _ _ Af L I PR. GROUND 5 _�z �l- S2.5X _l IMPROVEMENTS CHERRY AVENUE WALNUT STREET TO VICTORIA R /W SEX. GROUND i PR. GROUND I R /W I EX. GROUND I i PR. GROUND I GENERAL NOTES: GENERAL NOTES (CONT.): r_ 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE C • , EXISTING SIDEWALK STANDARD PLANS. THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS BEEN PLACED, INSPECTED AND APPROVED. EXISTING AC PAVEMENT FOR PUBLIC WORKS CONSTRUCTION ('GREEN BOOK'). ALL REFERENCE SPECIFICATIONS ® PROPOSED AC DIKE G)CONSTRUCT 4' OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED ® PROPOSED AC BASE PAVEMENT AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS TO PAVING OF STREETS. @CONSTRUCT 4' ASPHALT CONCRETE LANDING WITH TRUNCATED DOMES THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR ADA REQUIREMENTS FOR ACCESS RAMP, PER DETAIL ON SHEET 2. 'GREEN BOOK% THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE TO PLACEMENT. CITY ENGINEER FOR RESOLUTION. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND @CONSTRUCT 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER CITY 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING COMPLETION OF ROUGH GRADING. DEPARTMENT ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET IMPROVEMENT PLANS COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO OF -ANY WORK IN THE PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. WAV" 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED IN A DILIGENT MANNER, THE CITY PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. SHOWN LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY THE PLANS TO BRING THEM INTO DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. TRAFFIC ENGINEER. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK 35- CONTRACTOR SHALL RELOCATE AND/CTR REPLACE LANDSCAPING, SPRINKLERS AND FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. aE= INDUSTRIAL SAFETY. 36. AS BUILT DRAWING SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE 2 GROUND OR OTHER EQUIVALENT MEANS PURSUANT TO THE REQUIREMENTS OF THE c�l,lr�uccta o .. � U-�, , K.2 DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS LEGEND OF SYMBOLS AND ABBREVIATIONS: THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. EXISTING FIRE HYDRANT 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY PP EXISTING WATER VALVE WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. EXISTING POWER POLE �3 10. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE M B 0 EXISTING MAILBOX 'SOF 3 S INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 'AM D EXISTING WATER METER 3' TO DETERMINE. IN THE FIELD. THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID EXISTING ED( OF PAVEMENT o o 0 INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE EXISTING TREE p p ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. p O EXISTING SHRUB p p00 p 0 11. THE CONTRACTOR SHALL ORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 0 p EXISTING STREET LIGHT V_ w p17 INCLUDING. BUT NOT LIMITED TO: GAS, TELEPHONE. ELECTRICAL. LIGHTING, CABLE TELEVISION. EXISTING UGIT POLE to , LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER. RECLAIMED WATER, SEWER, MHS 8 EXISTING MANHOLE M IL STROM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN EXISTING SURVEY CONTROL , 3 I JSRO. TWO WORKING DAY NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. ' - R/W - - EXlS11NG RIGHT-OF-WAY 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES `O WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH R/VIF �� PROPOSED RIGHT-OF-WAY 4 THE. APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. - EXISTING CENTERLINE N.W. RAMP DETAIL 13. Cx1RVE DATA REFERS TO THE FACE OF CURB. EXISTING CURB AND GUTTER SCALE: N.T.S. EXISTING CURB OR AC BERM 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE PROPOSED CURB AND GUTTER NOTED. � EXISTING PCC CONCRETE 15. ADEQUATE CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE � EXISTING LANDSCAPE AREA CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTRUCTION O 2' AC OVERLAY CONTROL STAKING DURING CONSTRUCTION. ® 4' AC PAVEMENT 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES ® 4' AC SIDEWALK OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. ® ASPHALT CONCRETE REMOVAL 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY ® ASPHALT CONCRETE GRIND MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DOME BY A REGISTERED AB ABANDON CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE AC ASPHALT CONCRETE DESTROYED AS A RESULT OF THIS CONTRUCTIONV SHALL BE REPLACED. THE CONTRACTOR AP ANGLE POINT SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. BC BEGINNING OF CURVE BCR BEGIN CURB RETURN 18. THE CONTRACTOR SHALL MAINTAIN ACS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES CL CENTERLINE IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. CF CURB FACE 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST EC END OF CURVE CONTROL. INCLUDING ADEQUATE WATERING, AT ALL TIMES. ECR END CURB RETURN 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EL ELEVATION EXCEED 25 MILES PER HOUR. FH FIRE HYDRANT 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL. MUD, SILT OR DEBRIS FL FLOW LINE TO BE DEPOSITED INTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY FS FINISH SURFACE DURNING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL GB GRADE BREAK 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INV INVERT INSPECTOR. LF LINEAR FEET 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO MH MANHOLE OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF PCC PORTLAND CEMENT CONCRETE THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. PRC POINT OF REVERSE CURVE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM S SLOPE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY STA - STATION ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS_ TC TOP O CURB 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED TD TOP OF DIKE AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA TP TOP OF PAVEMENT STANDARDS DETAILS. WM WATER METER 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO Q UTILITY INTERFERENCE FLAG (APPROXIMATE LOCATION OF INTERFERENCE WITH TYPE OF MATCH EXISTING CONCRETE. UTILITY INDICATED BY: W -WATER; G --GAS; 27. THE SEWER CONTRACTOR SHALL STAMP AN 'S' IN THE FACE OF THE CURB AT THE T TELEPHONE; SD -STORM DRAIN; S -SEWER LOCATION OF THE SEWER LATERAL E -ELECTRIC; TV -CABLE TELEVISION; IR -IRRIGATION U -UNKNOWN UTILITY). Underground Service Alert TKE ENGINEERING, INC. SECTION 4216/4217 OF THE GOVERNMENT _ - 2305 CHICAGO AVENUE IN CODE REQUIRES A DIG ALERT IDENTIFICATION _h �� yy -_- =_ _ = -- RIVERSIDE, CA 92507 ' NUMBER BE ISSUED BEFORE A PERMIT TO -- EXCAVATE WILL BE VALID Na69984; _ - (951) 680-0440 F\ FOR YOUR DIG ALERT I.D. NUMBER CALL E,p,9-�16 RING FAX (951) 680-0490 f� UNDERGROUND SERVICE ALERT � CMV �� S TOLL FREE 1-800-227-2600 ��'`-� TERRY M. RENNER R.C.E. No. 6998 TWO WORKING DAYS BEFORE YOU DIG REV t�9ON o�norl DATE ENM aThr DATE EXPIRES: 9-30-16 101-72 1354.95 TD BCR - - m ECR -SCALE: N.T.S. I 4. 81 I EX. GROUND I� R/W 10 60' RIGHT-OF-WAY VARIFS PROPOSED EDGE OF PAVEMENT 34't 60' RIGHT--OF-WAY VARIFq PROPOSED TOP OF DIKE 18'f r-v.r•w\.� r-�� rr C/UJIIIVV rUVL Vr 32 PAVEMENT 4' 4' 4' EX. GROUND PROPOSED SAWCUT PROPOSED SAWCUT R41 2' �__ 2 I � �� JD 5 T� �_ 5 �z5% M PR. GROUND ::z_-_ 2 1 N.T.S. TYPICAL SEC11ON -11+00 60' so' RIGHT-OF-WAY VARIFS -♦-•tea• air • PAVEMENT RIGHT-OF-WAY VARIES 'n rnn nr nvc R /W R /W 18'f I i I r-�wr.w\.r, r-r►.+r �r n \ • �\ •r\.T r-�ne.�+\.� rr, ter- �r I uuJ 1IlvV r. iVG Vr rMYGMuv 1 WJ 1IIYV C.IJVG Vr 4' 8' 32, PAVEMENT 4' 4' 4' E)L GROUND I EX. GROUND i 2' PR. GROUND PROPOSED SAWCUT PROPOSED SAWCUT - - - - 4 I Q ac R /W I I 4' 8, EX. GROUND I PR. i 60' 2, 7 S=2 I 5 N PR. GROUND -Z S_ -_2.5X N.T.S. TYPICAL SECTION -13+68.14 q_ 60' RIGHT-OF-WAY RIGHT-OF-WAY VARIF Z VeRIFc PROPOSED EDGE OF PAVEMENT PROPOSED TOP OF DIKE34!4' 4' 6' r-r,�r �r n \ • r\.r-\.T r -n r.t.\.� r•r,rr �r WJIIIrV LUVL Vr rAYLMLIv I L ulalinV ruVG Vr 32' PAVE PROPOSED SAWCUT PROPOSED SAWCUT PI \ 2' 2 / •v S-2 -� 5% 5 _ ................ .. - -� --Lz :Z: = S -Z5 60' N.T.S. TYPICAL SECTION -16+0926 RIGHT--OF-WAY VARiFc PROPOSED EDGE OF PAVEMENT 34'f CNJ 111vV LUVL w rl%vLMUv 1 33, 60' RIGHT--OF-WAY VARIEc PROPOSED TON' OF DIKE 18't wJ 1 uvV u►Vc Vr PAVE7MENT 4' 4' 4' EX. GROUND - - - - --- - _ _ Af L I PR. GROUND 5 _�z �l- S2.5X _l IMPROVEMENTS CHERRY AVENUE WALNUT STREET TO VICTORIA R /W SEX. GROUND i PR. GROUND I R /W I EX. GROUND I i PR. GROUND I N.T.S. TYPICAL SECTION -19%00 LEGEND: C • , EXISTING SIDEWALK EXISTING AC PAVEMENT STREET IMPROVEMENT CONSTRUCTION NOTES: ® PROPOSED AC DIKE G)CONSTRUCT 4' OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED ® PROPOSED AC BASE PAVEMENT NATIVE SOIL 20 CONSTRUCT NEW FLOWUNE PER CROSS-SECTIONS ON SHEET 2, GRADE TO DRAIN. PROPOSED AC OVERLAY @CONSTRUCT 4' ASPHALT CONCRETE LANDING WITH TRUNCATED DOMES TO MEET ADA REQUIREMENTS FOR ACCESS RAMP, PER DETAIL ON SHEET 2. O4 CONSTRUCT 8' ASPHALT CONCRETE DIKE PER CITY OF FONTANA STD. DETAIL NO. 1007. @CONSTRUCT 2' ASPHALT CONCRETE OVERLAY. CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE STREET IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED WAV" CHERRY AVENUE STREET IMPROVEMENTS IN A DILIGENT MANNER, THE CITY cels SHOWN ENGINEER MAY REQUIRE REVISIONS TO DEMO NOTES AND CROSS SECTIONS DAM THE PLANS TO BRING THEM INTO THR EIAs. 2016 CONFORMANCE WITH CONDITIONS AND aE= UM aur Na: STANDARDS IN EFFECT. 2 c�l,lr�uccta o .. � U-�, , K.2