Loading...
HomeMy WebLinkAbout2086-1VICINITY MAP N.T.S. n R/W PROPOM R/W 1 81 52' 120' 52' 50, 50, 0.6' 1-5, 1 COLD PIANN SAW CUT LINE 11 1 81 1/r 25' 8 P 7' Ll) �� �2 _40IN MaST. PAVWr MAV AS SHOWN AT BRRAK POINT. ON PROMS F"i MaSTING Firm D11PROV1UM]7NNqM1QJ wiiiw" CONSTRUCTION NOTES: (D CONSTRUCT A.C. OVER 40(MN.) CLASS 2 A.B. CONSTRUCT 47 P.c.c. SIDEWALK PER CITY OF FONTANA STANDARD 105A, MODIFIED. CONSTRUCT A2-8 CURB & GUTTER PER CALTRANS STD. NO -A. OVER (r CLASS 2 A.B. COMPACTED TO 95% RELATIVE COMPACTION AS PER CALIFORNIA TEST NO. 2 16. CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. 102C, MODIFIED (W=40') REMOVE EXISTING TREES. TACK COAT & CAP OVER LW OF PAVEMENT. INSTALL TRAFRC DELINEATORS PER CALTRANS STD., A74 -A (CLASS I FLEXIBLE POST WITH TYPE G REFLECTOR) PAINT 47 WHITE TRANSITION STRIPE. --c-5-1WALETO DRAIN. APPROMMATE QTYS. 8250 SF 1650 SF 330 LF I KA 5 ZA 6600 SF 16 KA 360 LF APPROXIMATE DIRT QUANTITIES RAW CUT 260 CY COMPACTED FILL 142 CY NOTE: CUT An FILL QUANTITIES SHOWN HEREON REPRESENTS ONLY THE VOLUME BETW EXISTING AND DESIGNED GRADES. NO AUOWANCE RAS BEEN MADE FOR CLEARING GRUBBING, PRE -COMPACTION. SWELUNG, REMOVALS AND OVER -EXCAVATION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DETERMINING THE EXACT DIRT QUANTMS. H CONSTRUCTION OF IN THE COUNTY OF SAN BERNARDINO CALIFORNIA W = 40' 47 SIDEWALK zo QENERAL bILITE& 1. An ENCROACHMENT PERMIT IS REQUIRED before any work may begin in or near the State right of way. 2. ALL WORK within the state right of way SHALL CONFORM to the latest STATE STANDARD PLANS & SPECIFICATIONS or as directed by the State's representative (Standards other than State must be pre -approved amd justified). 3. NO EQUIPMENT or MATERIALS may be stored on the the State right of way. 4. All disturbed areas in the State righrt of way MUST BE treated for erosion control (hydroseeding or equivalent or as directed by the State's representative). The responsibility for maintaining erosion control WELL NOT be released until the seeding is well established. The CONTRACTOR WILL BE RESPONSIBLE for the COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURE/CHANNELS which have become cluttered with debris and/or silt as a result of, caused by, the construction project. 5. The STRUCTURAL SECTION shown within the State right of way is for ESTIMATING purposes ONLY. The actual section WU1 BE d"igned by a Soil Engineer after native soil testing has been completed. A traffic index (TI) of 11.0 shall be used in the design of the traveled way, and a IT of shall be used for the shoulder design. The laboratory reports and the design calculations SHALL BE SUBMr= to the State's representative for APPROVAL PRIOR TO CONSTRUCTION of the structural section. 6. All State drainage stxuctures MUST first BE COMPLETELY CLEANED of debris and/or silt by the contractor PRIOR to making the connection. 7. The contractor SHALL BE RESPONSIBLE for ensuring that any State drainage facility which is connected to or directly affected by the contractors operation SHAU BE clean and operational PRIOR TO FINAL ACCEPTANCE of the permit work by the State. Adequate clean -outs and acoess openings SHALL BE PROVIDED in any construction within the State's right of way for future maintenance and repair wor1r. as needed. This work shall be furnished at NO COST TO the STATE. 8. Where SURVEY * MONLTILKNTS exist, such monuments SHALL BE PROTECTED or shall be REFERENCED and REM pursuant to Business and Professions Code, Sections 8700 to 8805 (Land Surveyor's Act). 9. The pavement MUJST BE saw -cut 2' minimum from the edge of pavement. The saw -cuts MUJST BE perpendicular or parallel to the State highway centerline. 10. ALL signing, striping and pavement markings SHALL BE in conformance with the current edition of the TRAFFIC MANUAL, published by the State of California, Department of Transportation, and the SPECIAL PROVISIONS. All pavement markings SHALL BE thermoplatic unless otherwLge noted on the plans. 11. The exact location of ALL SIGNS shall be determined in the field by the State's representative. 12. ALL conflicting striping and pavement markings NOT SHOWN on the plans SHALL BE REMOVED from the pavement by sandblasting by the contractor. 13. ALL signs, roadside markers, electrollers, etc., SHALL BE PROTECTED and/or REPIACED in-kind according to the current State Standard Plans and current Traffic Manual, at NO COST TO the STATE. 14. All utilities including sewer and water lines, gas line, electrical and cable television shall be applied and installed under separate permits by its owners. 15. State-owned facilities, specifically detector loops, pun boxes, conduits and detector cables, destroyed during construction shall be replaced in-kind at no cost to the State. Also, any damage resulting in a signal failure shall be repaired immediately. I /- 4! SIDEWALK 71 6* SIDEWALK SECTION AT FRONT OF SIDEWALK ZZ9.30 6 " C. F. RAI GE70 W 40' &11 C -F -EXPANSION JT. Ir 1. T. PCC 1DRIVEWAY------, \-WEAKEN PLACE Xr. PLAN VIEW FRONT EDGE OF SIDEWALK a A A A A A A A \-EXPANSION JOINT EXPANSION JOINT ZWEAKEN PLACE JOINT SECTION AT CURB FACE �C_J2 COMMERCIAL DRIVEWAY ENTRANCE _2 CITY STD. DETAIL 102-C-�41ODIFIED 0+ T, 1 14' 7F 7P T 0 35' 27. SLOPE 2% SLO PE CITY STD. 10 1 CITY STD. 10 1 RAISED MEDIAN DETAIL (FUTURE) (SEE PLAN VIEW ON SHT. C-5) t, it EXPANSION JT. TOP OF CURVE 16. Replacement of State-owned electrical facilities shall be in accordance with State of California Standard Plaw and Standard Specifications dated January, 1988. 17. No splicing of conductors or detector cable shall be allowed. New conductors shall run continuously from terminal block to terminal block and detector loop cable shall run continuously all the way to the controller. 18. State's Electrical Inspector shall be notified 24 hours in advance of any detector work so that adjustments can be made to the signal controller. 19. Intersection lighting schedule &hall not be interrupted. 20. Traffic signal shall remain in operation. ADD'L NOTES XW. PAVEMENT THICKNESS DESIGN STDS. FOR CITY OF FONTANA: A. ALL PROJECTS SHALL SUBMIT A PRELIMINARY SECTION AND SOILS REPORT TO BE APPROVED BY THE CITY ENGINEER PRIOR TO APPROVAL OF PLANS. THE PAVEMENT DESIGN STANDARDS ARE A TW&M (20) YEAR LIFE; A MAXIMUM RESISTANCE VALUE R = 70 AND TRAFFIC INDEXES PER THE ATTACHED TABLE. B. OTHER PARAMETERS TO CONSIDER IN DETERMINING MIND01A PAVEMM THICKNESS ARE CONSTRUCTION PLACEMENT TOLERANCES FOR PAVEMENT, BASE COURSES, AND NATIVE SUBGRADES, TRUCK AND CONSTRUCTION TRAFFIC BETWEEM PAVEMENT 1JYTS DURING CONSTRUCTION, MATERIAL TESTING AND QUALITY CONTROL, AND LANDSCAPE WATERING EFir UPON UNDERLYING SOILS AND BASE COURSES. C. All STREET IMPROVMNT PLANS SHALL HAVE PAVEMENT NOTES AS FOLLOWS: 1. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATKRIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOIDIENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBUTI'TED TO THE Crff OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 2. PAVKMENT STRUCTURAL SECTIONS SHOWN ARE END&UM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. D. THE MINIIAUM PAVEMENT SECTION THICKNESS FOR STREET IMPROVKMENT PLANS FOR SECONDARY HIGHWAYS, PRIMARY HIGHWAYS AND MAJOR DIVIDED HIGHWAYS DESIGNATION, USE 6 11Z OR EQUIV9ZNT BEC77ON OF A.C. ON AGGREGATE II BASE OVER 19' OF 95% COMPACTED NATIVE SOIL PRIVATE ENGINEER'S NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY AND ACCEPTABILITY OF THE WORK 90 - IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSEBLE FOR RMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. �A T�'� �1 4 zy _t� A 3;-A. ji" �Af 0ENERAL NOTESo 21. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE COUNTY OF SAN BERNARDINO STANDARDS. 22, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE APPROPRIATE DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE COUNTY LIMITS. 23. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 24. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND AIL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; rT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGTNS. 25. WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING. 26. AS -BUILT PLANS SHALL BE PROVIDED TO THE COUNTY BY THE CONTRACTOR. 27. All UTILITY COMPANIES SHALL BE GPM 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 28. All BACKFILL 110 BE CERTIFIED BY THE*SOILS ENGRMR. 29. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER. 30. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MN.) AND MN. COMPACTION OF 90%. 31. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 32. CONTACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE COUNTY ENGINEER. 33. CONTRACTOR SHALL NOT OPERATE ANY MAIN UNE WATER VALVE. 34. IF EXISTING UTU=S OR ANY OTHER FACII1TIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK STIAIJ STOP AND THE ENGINEER NOT7 DIATELY. 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUIffaNTS. 36. ENCROACMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO DOING ANY WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. 37. ALL WORK WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL BE TO STATE STANDARDS. 38. STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR EXT11LATING ONLY. ACTUAL SECTION TIO BE DETERMINED AFTER GRADING AND APPROPRIATE LAB TESTS. A T.I. OF 10 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY LANES SECTION. A T.I. OF 6.0 COULD BE USED IN THE SHOULDER AREA. 39. PROHIBIT PARMG ALONG THE STATE HIGHWAY BY THE PROPER PIACEMENT OF NO PARKING ANYTIME SIGNS (R-26) AS DIRECTED BY STATE REPRESENTATIVE. NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRAC- TOR SHAIL DEFEND, INDEB047Y AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND AM LIABILM, REAL OR All , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF = OWNER OR THE ENGINEER. CAIMON: THE ENGINEER PREPARING THESE PLANS WaL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUJST BE IN WRrMG AND MUST BE APPROVED BY THE PREPARER OF MSE PLANS. UNDERGROUND STRUCTURE AM UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEM APPROXIMATE LOCATION AND EXTEM. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMUSS FOR ANY DAMAGES RESULTING FROM THE EXISTENT OF UNDERGROUND UMMS OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR 13 REQUIRED TO TAKE DUE PRE- CAUTIONARY MMSURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIUTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. z z z E-4 BASELM ROAD PIRCWCT FOOTHILL BOULEVARD z VICINITY MAP N.T.S. n R/W PROPOM R/W 1 81 52' 120' 52' 50, 50, 0.6' 1-5, 1 COLD PIANN SAW CUT LINE 11 1 81 1/r 25' 8 P 7' Ll) �� �2 _40IN MaST. PAVWr MAV AS SHOWN AT BRRAK POINT. ON PROMS F"i MaSTING Firm D11PROV1UM]7NNqM1QJ wiiiw" CONSTRUCTION NOTES: (D CONSTRUCT A.C. OVER 40(MN.) CLASS 2 A.B. CONSTRUCT 47 P.c.c. SIDEWALK PER CITY OF FONTANA STANDARD 105A, MODIFIED. CONSTRUCT A2-8 CURB & GUTTER PER CALTRANS STD. NO -A. OVER (r CLASS 2 A.B. COMPACTED TO 95% RELATIVE COMPACTION AS PER CALIFORNIA TEST NO. 2 16. CONSTRUCT DRIVEWAY APPROACH PER CITY OF FONTANA STD. 102C, MODIFIED (W=40') REMOVE EXISTING TREES. TACK COAT & CAP OVER LW OF PAVEMENT. INSTALL TRAFRC DELINEATORS PER CALTRANS STD., A74 -A (CLASS I FLEXIBLE POST WITH TYPE G REFLECTOR) PAINT 47 WHITE TRANSITION STRIPE. --c-5-1WALETO DRAIN. APPROMMATE QTYS. 8250 SF 1650 SF 330 LF I KA 5 ZA 6600 SF 16 KA 360 LF APPROXIMATE DIRT QUANTITIES RAW CUT 260 CY COMPACTED FILL 142 CY NOTE: CUT An FILL QUANTITIES SHOWN HEREON REPRESENTS ONLY THE VOLUME BETW EXISTING AND DESIGNED GRADES. NO AUOWANCE RAS BEEN MADE FOR CLEARING GRUBBING, PRE -COMPACTION. SWELUNG, REMOVALS AND OVER -EXCAVATION. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR DETERMINING THE EXACT DIRT QUANTMS. H CONSTRUCTION OF IN THE COUNTY OF SAN BERNARDINO CALIFORNIA W = 40' 47 SIDEWALK zo QENERAL bILITE& 1. An ENCROACHMENT PERMIT IS REQUIRED before any work may begin in or near the State right of way. 2. ALL WORK within the state right of way SHALL CONFORM to the latest STATE STANDARD PLANS & SPECIFICATIONS or as directed by the State's representative (Standards other than State must be pre -approved amd justified). 3. NO EQUIPMENT or MATERIALS may be stored on the the State right of way. 4. All disturbed areas in the State righrt of way MUST BE treated for erosion control (hydroseeding or equivalent or as directed by the State's representative). The responsibility for maintaining erosion control WELL NOT be released until the seeding is well established. The CONTRACTOR WILL BE RESPONSIBLE for the COST OF CALTRANS CLEANING ANY DRAINAGE STRUCTURE/CHANNELS which have become cluttered with debris and/or silt as a result of, caused by, the construction project. 5. The STRUCTURAL SECTION shown within the State right of way is for ESTIMATING purposes ONLY. The actual section WU1 BE d"igned by a Soil Engineer after native soil testing has been completed. A traffic index (TI) of 11.0 shall be used in the design of the traveled way, and a IT of shall be used for the shoulder design. The laboratory reports and the design calculations SHALL BE SUBMr= to the State's representative for APPROVAL PRIOR TO CONSTRUCTION of the structural section. 6. All State drainage stxuctures MUST first BE COMPLETELY CLEANED of debris and/or silt by the contractor PRIOR to making the connection. 7. The contractor SHALL BE RESPONSIBLE for ensuring that any State drainage facility which is connected to or directly affected by the contractors operation SHAU BE clean and operational PRIOR TO FINAL ACCEPTANCE of the permit work by the State. Adequate clean -outs and acoess openings SHALL BE PROVIDED in any construction within the State's right of way for future maintenance and repair wor1r. as needed. This work shall be furnished at NO COST TO the STATE. 8. Where SURVEY * MONLTILKNTS exist, such monuments SHALL BE PROTECTED or shall be REFERENCED and REM pursuant to Business and Professions Code, Sections 8700 to 8805 (Land Surveyor's Act). 9. The pavement MUJST BE saw -cut 2' minimum from the edge of pavement. The saw -cuts MUJST BE perpendicular or parallel to the State highway centerline. 10. ALL signing, striping and pavement markings SHALL BE in conformance with the current edition of the TRAFFIC MANUAL, published by the State of California, Department of Transportation, and the SPECIAL PROVISIONS. All pavement markings SHALL BE thermoplatic unless otherwLge noted on the plans. 11. The exact location of ALL SIGNS shall be determined in the field by the State's representative. 12. ALL conflicting striping and pavement markings NOT SHOWN on the plans SHALL BE REMOVED from the pavement by sandblasting by the contractor. 13. ALL signs, roadside markers, electrollers, etc., SHALL BE PROTECTED and/or REPIACED in-kind according to the current State Standard Plans and current Traffic Manual, at NO COST TO the STATE. 14. All utilities including sewer and water lines, gas line, electrical and cable television shall be applied and installed under separate permits by its owners. 15. State-owned facilities, specifically detector loops, pun boxes, conduits and detector cables, destroyed during construction shall be replaced in-kind at no cost to the State. Also, any damage resulting in a signal failure shall be repaired immediately. I /- 4! SIDEWALK 71 6* SIDEWALK SECTION AT FRONT OF SIDEWALK ZZ9.30 6 " C. F. RAI GE70 W 40' &11 C -F -EXPANSION JT. Ir 1. T. PCC 1DRIVEWAY------, \-WEAKEN PLACE Xr. PLAN VIEW FRONT EDGE OF SIDEWALK a A A A A A A A \-EXPANSION JOINT EXPANSION JOINT ZWEAKEN PLACE JOINT SECTION AT CURB FACE �C_J2 COMMERCIAL DRIVEWAY ENTRANCE _2 CITY STD. DETAIL 102-C-�41ODIFIED 0+ T, 1 14' 7F 7P T 0 35' 27. SLOPE 2% SLO PE CITY STD. 10 1 CITY STD. 10 1 RAISED MEDIAN DETAIL (FUTURE) (SEE PLAN VIEW ON SHT. C-5) t, it EXPANSION JT. TOP OF CURVE 16. Replacement of State-owned electrical facilities shall be in accordance with State of California Standard Plaw and Standard Specifications dated January, 1988. 17. No splicing of conductors or detector cable shall be allowed. New conductors shall run continuously from terminal block to terminal block and detector loop cable shall run continuously all the way to the controller. 18. State's Electrical Inspector shall be notified 24 hours in advance of any detector work so that adjustments can be made to the signal controller. 19. Intersection lighting schedule &hall not be interrupted. 20. Traffic signal shall remain in operation. ADD'L NOTES XW. PAVEMENT THICKNESS DESIGN STDS. FOR CITY OF FONTANA: A. ALL PROJECTS SHALL SUBMIT A PRELIMINARY SECTION AND SOILS REPORT TO BE APPROVED BY THE CITY ENGINEER PRIOR TO APPROVAL OF PLANS. THE PAVEMENT DESIGN STANDARDS ARE A TW&M (20) YEAR LIFE; A MAXIMUM RESISTANCE VALUE R = 70 AND TRAFFIC INDEXES PER THE ATTACHED TABLE. B. OTHER PARAMETERS TO CONSIDER IN DETERMINING MIND01A PAVEMM THICKNESS ARE CONSTRUCTION PLACEMENT TOLERANCES FOR PAVEMENT, BASE COURSES, AND NATIVE SUBGRADES, TRUCK AND CONSTRUCTION TRAFFIC BETWEEM PAVEMENT 1JYTS DURING CONSTRUCTION, MATERIAL TESTING AND QUALITY CONTROL, AND LANDSCAPE WATERING EFir UPON UNDERLYING SOILS AND BASE COURSES. C. All STREET IMPROVMNT PLANS SHALL HAVE PAVEMENT NOTES AS FOLLOWS: 1. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATKRIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOIDIENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBUTI'TED TO THE Crff OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 2. PAVKMENT STRUCTURAL SECTIONS SHOWN ARE END&UM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. D. THE MINIIAUM PAVEMENT SECTION THICKNESS FOR STREET IMPROVKMENT PLANS FOR SECONDARY HIGHWAYS, PRIMARY HIGHWAYS AND MAJOR DIVIDED HIGHWAYS DESIGNATION, USE 6 11Z OR EQUIV9ZNT BEC77ON OF A.C. ON AGGREGATE II BASE OVER 19' OF 95% COMPACTED NATIVE SOIL PRIVATE ENGINEER'S NOTE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSUMING THE ACCURACY AND ACCEPTABILITY OF THE WORK 90 - IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSEBLE FOR RMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. �A T�'� �1 4 zy _t� A 3;-A. ji" �Af 0ENERAL NOTESo 21. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE COUNTY OF SAN BERNARDINO STANDARDS. 22, CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE APPROPRIATE DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE COUNTY LIMITS. 23. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 24. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND AIL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC., SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; rT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGTNS. 25. WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING. 26. AS -BUILT PLANS SHALL BE PROVIDED TO THE COUNTY BY THE CONTRACTOR. 27. All UTILITY COMPANIES SHALL BE GPM 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 28. All BACKFILL 110 BE CERTIFIED BY THE*SOILS ENGRMR. 29. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER. 30. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MN.) AND MN. COMPACTION OF 90%. 31. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 32. CONTACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE COUNTY ENGINEER. 33. CONTRACTOR SHALL NOT OPERATE ANY MAIN UNE WATER VALVE. 34. IF EXISTING UTU=S OR ANY OTHER FACII1TIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK STIAIJ STOP AND THE ENGINEER NOT7 DIATELY. 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUIffaNTS. 36. ENCROACMENT PERMIT IS REQUIRED FROM CALTRANS PRIOR TO DOING ANY WORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. 37. ALL WORK WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL BE TO STATE STANDARDS. 38. STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR EXT11LATING ONLY. ACTUAL SECTION TIO BE DETERMINED AFTER GRADING AND APPROPRIATE LAB TESTS. A T.I. OF 10 SHOULD BE USED IN THE DESIGN OF THE HIGHWAY LANES SECTION. A T.I. OF 6.0 COULD BE USED IN THE SHOULDER AREA. 39. PROHIBIT PARMG ALONG THE STATE HIGHWAY BY THE PROPER PIACEMENT OF NO PARKING ANYTIME SIGNS (R-26) AS DIRECTED BY STATE REPRESENTATIVE. NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRAC- TOR SHAIL DEFEND, INDEB047Y AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND AM LIABILM, REAL OR All , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF = OWNER OR THE ENGINEER. CAIMON: THE ENGINEER PREPARING THESE PLANS WaL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUJST BE IN WRrMG AND MUST BE APPROVED BY THE PREPARER OF MSE PLANS. UNDERGROUND STRUCTURE AM UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHER AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEM APPROXIMATE LOCATION AND EXTEM. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMUSS FOR ANY DAMAGES RESULTING FROM THE EXISTENT OF UNDERGROUND UMMS OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR 13 REQUIRED TO TAKE DUE PRE- CAUTIONARY MMSURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTIUTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.