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HomeMy WebLinkAbout2313-1GENERAL NOTES FOR CITY STREET IMPROVEMENT PLANS 1. ALL WORK WITHIN THE CITY'S RIGHT -OF WAY SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CIN 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. BASELINE AT I-15 all TRAFFIC SIGNAL AND RAMP WIDENING 8. 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 SAFETY. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. 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 WIT HOUT 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 CLOSURE 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. LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED 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. BENCH MARK: TBM EL. = 1293,05 LOCATION: NAIL IN STREET STA 386+49.09 BASELINE AVE. 9.0'LTOFC.L. BASIS OF BEARING, CENTERLINE BASELINE AVENUE N 89058'57" W 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. GENERAL NOTES FOR TRAFFIC SIGNAL PLANS 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION, AND THE CITY OF RANCHO CUCAMONGA, PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF 2. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY CONNECT. REMOVE STREET LIGHT THE SEWER LATERAL. C REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC SM mL A.C. PAVING/ �0 TYPE A AC IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS", LS 0. ? FT. TYPE B PLANT MIXED CEMENT TREATED BASE INSPECTED AND APPROVED. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE LF CONCRETE CURB AND GUTTER(TYPE A2-200) GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 29, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT INSTALL 8" (200mm) TYPE B1 CURB PER STANDARD PLAN A87 . STREETS. DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION MOVEMENT. VM 6. SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES WITH VERIZON, WELL IN ADVANCE OF NEED. CONTACT STATE ELECTRICAL INSPECTOR FOR DETAILS. OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH 8. DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC LF YM GRADING. OPERATIONAL PER THE SPECIFICATIONS, AND NO ADDITIONAL PAYMENT WILL BE MADE TO MAINTAIN EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED 20 TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. 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 SAFETY. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, 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. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. 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 WIT HOUT 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 CLOSURE 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. LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED 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. BENCH MARK: TBM EL. = 1293,05 LOCATION: NAIL IN STREET STA 386+49.09 BASELINE AVE. 9.0'LTOFC.L. BASIS OF BEARING, CENTERLINE BASELINE AVENUE N 89058'57" W 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. GENERAL NOTES FOR TRAFFIC SIGNAL PLANS 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION, AND THE CITY OF RANCHO CUCAMONGA, PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES UNIT ENG/ME INSTALL TRAFFIC SIGNAL AND LIGHTING, INTER- DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC LS CONNECT. REMOVE STREET LIGHT EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. C 3. TWO WORKING DAYS NOTICE TO THE TRAFFIC SECTION IS REQUIRED PRIOR TO REMOVAL OF TRAFFIC SM mL A.C. PAVING/ �0 TYPE A AC CONTROL DEVICES OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. �T 4. ALL LABOR, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CALTRANS "STANDARD PLANS", LS 0. ? FT. TYPE B PLANT MIXED CEMENT TREATED BASE "STANDARD SPECIFICATIONS" AND "TRAFFIC MANUAL", LATEST NON -METRIC EDITIONS. 5. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE LF CONCRETE CURB AND GUTTER(TYPE A2-200) GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE LF [14oINm] CONCRETE SIDEWALK (Flat Work) REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES SF INSTALL 8" (200mm) TYPE B1 CURB PER STANDARD PLAN A87 . LESS THAN FIVE (5) FEET DEEP SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND INSTALL CURB RAMPS PER DETAILS ON SHEETS 3 & 4 MOVEMENT. VM 6. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH SOUTHERN LF ASPHALT PAVING REMOVALS CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. SF SM 7. CONTRACTOR SHALL ESTABLISH TELEPHONE SERVICE ACTIVATION, ARRANGE FOR DETAILS AND SCHEDULING LF FLAIREND PER D87 & D94A STD. PLANS WITH VERIZON, WELL IN ADVANCE OF NEED. CONTACT STATE ELECTRICAL INSPECTOR FOR DETAILS. LS 8. EXISTING STREET LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNALS AND LIGHTING ARE LF YM STANDARD 1003. OPERATIONAL PER THE SPECIFICATIONS, AND NO ADDITIONAL PAYMENT WILL BE MADE TO MAINTAIN THE EXISTING ELECTRICAL SYSTEM. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 20 TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 17 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 22 O 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO POT -HOLE TO DETERMINE EXACT O LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1(800) O 227-2600, TWO WORKING DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT O NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND 2 O CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12 13. ALL PULLBOXES SHALL BE NO. 6 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS SHOWN. ALL 13 SIGNAL HEADS SHALL BE PER THE SPECIAL PROVISIONS. 0 14. CONTROLLER CABINETS SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER SYSTEMS AS DIRECTED BY THE ENGINEER. 27 CALTRANS STREET CONSTRUCTION GENERAL NOTES 1. A CALTRANS ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN, IN OR NEAR STATE RIGHT OF WAY. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PROR TO THE START OF ANY WORK WITHIN CITY LIMITS. 2. ALL WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST STATE OF CALIFORNIA STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER THAN STATE STANDARDS MUST BE PRE APPROVED). 3. NO EQUIPMENT OR MATERIALS SHALL BE STORED ON PUBLIC RIGHT-OF-WAY WITHOUT PRIOR WRITTEN APPROVAL FROM THE CONTROLLING AGENCY. 4. ALL DISTURBED AREAS IN THE STATE RIGHT-OF-WAY MUST BE TREATED FOR EROSION CONTROL (STRAW MULCH OR EQUIVALENT, OR AS DIRECTED BY THE STATE REPRESENTATIVE). THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CLEANING ANY DRAINAGE STRUCTURES AND/OR CHANNELS WHICH HAVE BEEN CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED BY, THE CONSTRUCTION 5. ACCESS CONTROL ON THE FREEWAY WILL BE MAINTAINED AT ALL TIMES, i.e., THE WORK INSIDE THE STATE RIGHT-OF-WAY MUST BE FENCED OFF WITH NO ACCESS TO THE WORK AREA FROM THE FREEWAY. 6. NO FREEWAY RAMPS OR FREEWAY LANES MAY BE CLOSED OR OBSTRUCTED AT ANYTIME UNLESS SPECIFICALLY ALLOWED PER THE ENCROACHMENT PERMIT AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. 7. ALL FENCE RELOCATED TO FACILITATE THE CONSTRUCTION OF THIS PROJECT INSIDE THE STATE RIGHT- OF-WAY SHALL BE REPLACED WITH TYPE CL -6 FENCE AS SHOWN IN THE STANDARD PLANS OR WITH A REINFORCED CONCRETE BLOCK WALL IN ACCORDANCE WITH ACCEPTABLE LOCAL AGENCY STANDARDS. 8. WHERE THE STATE RIGHT-OF-WAY FENCE DOES NOT EXIST, OR IS BEING MODIFIED, IT MUST BE UPGRADED TO, OR REPLACED AS, TYPE CL -6 FENCE, AS SHOWN ON A86, STATE STANDARD PLANS. 9. THE STRUCTURAL SECTION SHOWN WITHIN STATE RIGHT-OF-WAY IS THE MINIMUM REQUIRED AND IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL BE DESIGNED BY A SOILS ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 10 SHALL BE USED IN THE DESIGN OF THE TRAVELED WAY, AND A TI OF 8 SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. 10. ALL DRAINAGE STRUCTURE/CHANNELS MUST BE COMPLETELY CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING ANY CONNECTIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEANED AND OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE CITY AND STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS SHALL BE PROVIDED WITHIN CITY AND STATE RIGHT-OF-WAYS, FOR FUTURE MAINTENANCE AND REPAIR WORK AS NEEDED. 12. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 OF THE LAND SURVEYOR'S ACT. 13. UNLESS OTHERWISE SHOWN, THE PAVEMENT MUST BE SAW -CUT 1' MINIMUM FROM THE EDGE OF PAVEMENT. SAW CUTS MUST BE PERPENDICULAR OR PARALLEL TO THE STATE HIGHWAY CENTERLINE UNLESS UNLESS OTHERWISE SHOWN. 14. DURING CONSTRUCTION, ALL SIGNS, ROADSIDE MARKINGS, ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACED IN-KIND ACCORDING TO THE CORRECT STATE STANDARD PLANS AND TRAFFIC MANUAL. 15. THE EXACT LOCATION OF ALL SIGNS IN STATE RIGHT OF WAY SHALL BE DETERMINED IN THE FIELD BY THE STATE'S REPRESENTATIVE. QUANTITIES QUANTITIES DESCRIPTION QNTY ENG/MET UNIT ENG/ME INSTALL TRAFFIC SIGNAL AND LIGHTING, INTER- t LS CONNECT. REMOVE STREET LIGHT C A.C. GRINDING (Cold Plane) / 0 15 FT OVERLAY 253 SM mL A.C. PAVING/ �0 TYPE A AC 103 �T 6OmFT 1 LS 0. ? FT. TYPE B PLANT MIXED CEMENT TREATED BASE 28 A.C. DIKE (TYPE F) 205� /62.48 LF CONCRETE CURB AND GUTTER(TYPE A2-200) 170 2 LF [14oINm] CONCRETE SIDEWALK (Flat Work) ��5 SF INSTALL 8" (200mm) TYPE B1 CURB PER STANDARD PLAN A87 . 195YM 59.4 INSTALL CURB RAMPS PER DETAILS ON SHEETS 3 & 4 269,,.,,'�Vsm /24.15 VM A.C. DIKE/P.C.C. CURB REMOVALS 1120 /341.4 LF ASPHALT PAVING REMOVALS 3050/ /$83.4 SF SM EXTEND CSP, INSTALL CLEAN-OUT AND METAL 44 LF FLAIREND PER D87 & D94A STD. PLANS 1 LS INSTALL 8 IN. P.C.C. CURB AND GUTTER PER CITY 122 LF YM STANDARD 1003. 37.19 ow 15 19 23 14 24 25 ce PROJECT LOCATION CITY LIMITS VICINITY MAP NO SCALE INDEX OF SHEETS 1. TITLE SHEET 2. TRAFFIC SIGNAL PLAN 3. RAMP WIDENING PLAN 4. CONSTRUCTION DETAILS 5. SIGNING AND STRIPING PLAN 6. TRAFFIC CONTROL PLAN -STAGE 1 7. TRAFFIC CONTROL PLAN -STAGE 2 8. CROSS SECTIONS CONSTRUCTION NOTES TYPE "F" AC DIKE PER CALTRANS STANDARD PLAN A87. TYPE A2-200 CURB AND GUTTER PER CALTRANS STANDARD PLAN A87. SAWCUT AND REMOVE EXISTING CURB AND GUTTER 4�-- INSTALL 44 L.F. (13.5m) OF 24"(0.610m) CSP WITH CLEANOUT, TYPE OMP, PER CALTRANS STANDARD PLAN D75 WITH UNIVERSAL ELBOW COUPLINGS TO JOIN EXISTING. SEE SECTION A -A ON SHEET 4. �5 REMOVE EXISTING SIDEWALK AND REPLACE WITH COMPACTED SOIL AND GRASS SOD, TO MATCH SURROUNDING LANDSCAPING. ADJUST EXISTING LANDSCAPE IRRIGA11ON AS NECESSARY. �6 -- INSTALL 0.6' (183 mm) AC (TYPE A) OVER 0.5' (152mm) TYPE B PLANT MIXED CEMENT TREATED BASE. SAWCUT AND REMOVE EXISTING AC PAVEMENT, AC DIKE AND PCC CONC CURB PER PLAN. 8�--- REMOVE EXISTING AC PAVEMENT, CONSTRUCT ISLAND OR RETURN WITH TYPE B-1 CURB. SURFACE INSIDE ISLAND WITH 2" (51mm) MIN. AC. OVER 95% COMPACTED CLASS II BASE. �9 -- COLD PLANE AND OVERLAY EXISTING PAVEMENT, MIN. 0.15' DEPTH. 10 ROAD GRADING AND BENCHING AS SHOWN IN DETAIL ON SHEET 4. 11 REMOVE EXISTING AC DIKE. 12 INSTALL 4" (102mm) PCC SIDEWALK PER CITY STANDARD 1015. 13 INSTALL CASE "C" WHEELCHAIR RAMP AS SHOWN ON THIS SHEET AND PER A88 CALTRANS STANDARD PLANS. 14 REMOVE AND RELOCATE 6 FT.(1.83m) CHAIN LINK FENCE AND ADJUST TO GRADE PER CALTRANS STANDARD PLAN A85 AND PER SPECIAL PROVISIONS. 15 INSTALL ROCK SLOPE PROTECTION (9" (0.229m] NOMINAL ROCK) PER CALTRANS STANDARD PLANS A62A AND D101, AND PER DETAIL ON THIS SHEET. 16 GRADE BARE SOIL AREA TO MATCH SURROUNDING IMPROVEMENTS. 17 REMOVE AND SALVAGE EXISTING STREET LIGHT PER TRAFFIC SIGNAL PLAN. 18 REMOVE EXISTING TREES AND STUMPS. 19 RELOCATE SIGNS PER SIGNING AND STRIPING PLAN. 20 ADJUST EXISTING PULL BOXES TO GRADE. SEE TRAFFIC SIGNAL PLAN. INSTALL CONDUIT AS SHOWN ON PLAN. 21 INSTALL TRAFFIC SIGNAL PULLBOX PER ES -8, STANDARD PLANS. INSTALL CONDUIT AS SHOWN ON PLAN. 22 TYPE 170 CONTROLLER CABINET, CONDUITS,AND PULLBOXES PER TRAFFIC SIGNAL PLAN. SEE TRAFFIC SIGNAL PLAN (SHEET 2) FOR COMPLETE DETAILS. 23 INSTALL 8" (200mm) TYPE B1 CURB PER A87 STANDARD PLANS. 24 INSTALL AND MAINTAIN TRAFFIC CONTROL PER APPROVED PLANS, AS DIRECTED BY THE CITY TRAFFIC ENGINEER OR THE STATE REPRESENTATIVE. 25 INSTALL GUARD-RAIL PER STANDARD PLAN A77F, A77J AND RSP A77G, STANDARD PLANS. 26 INSTALL TRAFFIC TYPE JUNCTION STRUCTURE PER CITY STANDARD DETAIL 122. 27 INSTALL CITY STANDARD 8» CURB AND GUTTER PER CITY STANDARD 1003. QNTY UNIT DESCRIPTION ENG/MET NG/MET EARTHWORK (Includes fill, trenching and18 C compaction) 1386.2 M CLEARING & GRUBBING per special provisions, (includes scarification, debris removal, all tree and 1 LS tree -stump and rootball removals noted on plan) INSTALL ROCK SLOPE PROTECTION PER PLAN AND STANDARD PLAN B13-2 (9" NOM. ROCK /0.229m) 1 LS SIGNING AND STRIPING 1 LS INSTALL 8" (200mm) TYPE B1 CURB PER STANDARD PLAN A87 . 195YM 59.4 REMOVE AND RE-INSTALL/REPLACE 6 FT. CHAIN LINK FENCE, 6 VM AND PROVIDE END/LINE POST AS NECESSARY. 18.9 TRAFFIC CONTROL 1 LS GUARD RAILING PER A77F, A77J, AND RSP A77G STANDARD PLANS 205 62.48 VM INSTALL JUNCTION STRUCTURE PER CITY STANDARD 122 1 LS PROJECT LOCATION CITY LIMITS VICINITY MAP NO SCALE INDEX OF SHEETS 1. TITLE SHEET 2. TRAFFIC SIGNAL PLAN 3. RAMP WIDENING PLAN 4. CONSTRUCTION DETAILS 5. SIGNING AND STRIPING PLAN 6. TRAFFIC CONTROL PLAN -STAGE 1 7. TRAFFIC CONTROL PLAN -STAGE 2 8. CROSS SECTIONS CONSTRUCTION NOTES TYPE "F" AC DIKE PER CALTRANS STANDARD PLAN A87. TYPE A2-200 CURB AND GUTTER PER CALTRANS STANDARD PLAN A87. SAWCUT AND REMOVE EXISTING CURB AND GUTTER 4�-- INSTALL 44 L.F. (13.5m) OF 24"(0.610m) CSP WITH CLEANOUT, TYPE OMP, PER CALTRANS STANDARD PLAN D75 WITH UNIVERSAL ELBOW COUPLINGS TO JOIN EXISTING. SEE SECTION A -A ON SHEET 4. �5 REMOVE EXISTING SIDEWALK AND REPLACE WITH COMPACTED SOIL AND GRASS SOD, TO MATCH SURROUNDING LANDSCAPING. ADJUST EXISTING LANDSCAPE IRRIGA11ON AS NECESSARY. �6 -- INSTALL 0.6' (183 mm) AC (TYPE A) OVER 0.5' (152mm) TYPE B PLANT MIXED CEMENT TREATED BASE. SAWCUT AND REMOVE EXISTING AC PAVEMENT, AC DIKE AND PCC CONC CURB PER PLAN. 8�--- REMOVE EXISTING AC PAVEMENT, CONSTRUCT ISLAND OR RETURN WITH TYPE B-1 CURB. SURFACE INSIDE ISLAND WITH 2" (51mm) MIN. AC. OVER 95% COMPACTED CLASS II BASE. �9 -- COLD PLANE AND OVERLAY EXISTING PAVEMENT, MIN. 0.15' DEPTH. 10 ROAD GRADING AND BENCHING AS SHOWN IN DETAIL ON SHEET 4. 11 REMOVE EXISTING AC DIKE. 12 INSTALL 4" (102mm) PCC SIDEWALK PER CITY STANDARD 1015. 13 INSTALL CASE "C" WHEELCHAIR RAMP AS SHOWN ON THIS SHEET AND PER A88 CALTRANS STANDARD PLANS. 14 REMOVE AND RELOCATE 6 FT.(1.83m) CHAIN LINK FENCE AND ADJUST TO GRADE PER CALTRANS STANDARD PLAN A85 AND PER SPECIAL PROVISIONS. 15 INSTALL ROCK SLOPE PROTECTION (9" (0.229m] NOMINAL ROCK) PER CALTRANS STANDARD PLANS A62A AND D101, AND PER DETAIL ON THIS SHEET. 16 GRADE BARE SOIL AREA TO MATCH SURROUNDING IMPROVEMENTS. 17 REMOVE AND SALVAGE EXISTING STREET LIGHT PER TRAFFIC SIGNAL PLAN. 18 REMOVE EXISTING TREES AND STUMPS. 19 RELOCATE SIGNS PER SIGNING AND STRIPING PLAN. 20 ADJUST EXISTING PULL BOXES TO GRADE. SEE TRAFFIC SIGNAL PLAN. INSTALL CONDUIT AS SHOWN ON PLAN. 21 INSTALL TRAFFIC SIGNAL PULLBOX PER ES -8, STANDARD PLANS. INSTALL CONDUIT AS SHOWN ON PLAN. 22 TYPE 170 CONTROLLER CABINET, CONDUITS,AND PULLBOXES PER TRAFFIC SIGNAL PLAN. SEE TRAFFIC SIGNAL PLAN (SHEET 2) FOR COMPLETE DETAILS. 23 INSTALL 8" (200mm) TYPE B1 CURB PER A87 STANDARD PLANS. 24 INSTALL AND MAINTAIN TRAFFIC CONTROL PER APPROVED PLANS, AS DIRECTED BY THE CITY TRAFFIC ENGINEER OR THE STATE REPRESENTATIVE. 25 INSTALL GUARD-RAIL PER STANDARD PLAN A77F, A77J AND RSP A77G, STANDARD PLANS. 26 INSTALL TRAFFIC TYPE JUNCTION STRUCTURE PER CITY STANDARD DETAIL 122. 27 INSTALL CITY STANDARD 8» CURB AND GUTTER PER CITY STANDARD 1003.