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Home My WebLink About2795-1SAN GABRIEL MOUNTAINS w D z LU a U) H U WORKING DAYS BEFORE EXCAVATION. FAX: (909) 823-5046 / > w > B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO UNDERGROUND SERVICE ALERT ' Q FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. (800) 227-2600 / / - PROJECT SITE 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES PRIVATE ENGINEER'S NOTICE TO CONTRACTORSw w w ' m INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES / / ' U BASE LINE ROAD LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN / TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- VICINITY MAP SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE SHOWN ON THESE DRAWINGS. TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; RESOLUTION. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING PLACEMENT. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT EXISTING CONCRETE. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 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 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. 17. 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 R/W R/W F INDUSTRIAL SAFETY. 58' 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL -OF THE CITY INSPECTOR. R/W R/W 7, 22, cL 22, 7, 50'/54' 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 5' 7' 18'/20' cl. 18'/20' 7 5' CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. P.U.E. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 1.0' G' G" 1.0' DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. CONG.CURB + 0.03' 6 18' 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE 1,4 j� O5 A.G. / A.B. GUTTER 4• jft I 0.01'6 TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE �-T 1� LEVEL LINE GONG. CURB + 2O 27. 27 i/4 /� A_G_ / A.B. GUTTER /4•/ WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. � T 0. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. GONG. 51DEWALK GONG. 51DEWALK-?� - 27 GONG. CURB + 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE GUTTER GONG. 51DEWALK GONG. 51DEW4 THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL STREET SECTION GONG. CURB + BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL GUTTER STAKING DURING CONSTRUCTION. BOULDER WAY STREET SECTION 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING SHADY ROCK LANE. RIVER ROCK DRIVE+ CAMP ROCK COURT 6 50', PORTION STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE OF SHADY ROCK LANE 6 '4' TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. r 26. 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 CONSTRUCTION NOTES= QUANTITIES 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 �1 CONSTRUCT 4' AG PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. CSEE GENERAL NOTE 27 + 28) 71,585 S.P. 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION �2 CONSTRUCT 5 1/4' AG PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER CSEE GENERAL NOTE 27 + 28) 0 COMPLETION OF ROUGH GRADING. O 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL CONSTRUCT 8• CURB + GUTTER PER CITY STD. DWG. NO. 101. 0 STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED �4 CONSTRUCT G• CURB + GUTTER PER CITY STD. DWG. NO. 101. 3.250 L.P. TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. O CONSTRUCT G' MEDIAN CURB PER CITY STD. DWG. NO. 101. 0 29. 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 O CONSTRUCT 8• MEDIAN CURB PER CITY 5TD. DWG. NO. 101. 0 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 3.120 S.P. 0CONSTRUCT GROSS GUTTER PER CITY 5TD. DWG. NO. 104. WIDTH PER PLAN. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR O CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A. G EA. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE O CONSTRUCT 4• CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A. W=PER PLAN 20.244 S.P. LOCATION OF THE SEWER LATERAL. 10 INSTALL 2'X G• REDWOOD HEADER. 0 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 11 REMOVE BARRICADE' P)=R CITY STD. DWG. NO. 118. 2 EA. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS12 INSTALL STREET LIGHT CSCE # I )SOO LUMEN (O EA - AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS O OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 13 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN.' 2 EA. RECC1RD DRAWING 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, 14 ADJUST MANHOLE OR VALVE COVER TO GRADE. 8 EA - STRIPING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF RAti7;ON100RDTHE 1�i5JFiiiFHAvEBRNpMpARoRMATIM AM THE CITY TRAFFIC ENGINEER. 15 INSTALL STREET NAME SIGN 4 EA FUpMBMEDSYCYTiiE,S. ilEENGR*ERWILLNOTBE SLE FOR ANY EW13M OR OMIII MM V MZW 35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES 1G INSTALL BARRICADE PER CITY STD. DWG. NO. 118 0 HAVE 8MPCORPORP,TEDINTOTHE000tM*WMAS EXCEED 25 MILES PER HOUR. - ARBSUI.T7HEREOF. . 17 REMOVE AG PAVEMENT 0 36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 18 GONST. DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102. W=PER PLAN 5,152 S.P. BENCH M, BRASS CAP TOWER LEG, INDEX MAP R/W R/W 72' G' 1, 5" 1 5' 1 20' cl 20' 5' 5' G' GONG. CURB + 1/4_ ,F -T 0.01' A.G. / A.B. LEVEGUTTE 27. - -_ 27.E GONG. CURB + c� GUTTER 83 rcn ! STREET SEGTION SAPPHIRE WAY j ;TITLE SHEET 15840 STREET IMP. PLAN - 14 [0, 1471 PF: 15840 638 25 -Jan -00 09: 12 AM / 126 -964 -1 - DWG. DATE: p { I, CITY OF FONTANA UTILITY NOTIFICATION LIST GENERAL NOTES: CITY OF FONTANA PACIFIC BELL CO., ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA 8353 SIERRA AVENUE 3939 E. CORONADO STREET STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD FONTANA, CA 92335 ANAHEIM, CA 92807 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). (909) 350-6632 (714) 666-5467 ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. S0. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: ALAN KESELOFF ATTN: JACK HAYES 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING 16231 VALLEY BLVD.. 1205 DUPONT AVENUE DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE FONTANA, CA 92335 ONTARIO, CA 91761 REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC (909) 335-7781 (909) 390-4777 X 3055 RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. EMERGENCIES: (800) 427-2200 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE ATTN: JAIME AMESZCUA ATTN: STEVE HOCK OPERATION AND WATER REQUIREMENTS. (909) 357-6581 1400 E. PHILLIPS BLVD. 7951 REDWOOD AVENUE ONTARIO, CA 91766 4. CURVE DATA REFERS TO THE FACE OF CURB. FONTANA, CA 92335 (800) 422-4133 (909) 820-5598 - UNDERGROUND 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. (909) 820-5137 - TRANSMISSIONS (213) 637-1233 - PIPELINES 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO (909) 357-6589 - DISTRIBUTION PAVING OF STREETS. (800) 422-4133 7. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ATTN: BILL VANDRKIEFT, JR. ATTN: AL KROHN DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING (619) 868-6040 8440 NUEVO AVENUE UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE FONTANA, CA 92335 CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO (909) 822-2201 X 323 SAN GABRIEL MOUNTAINS w D z LU a U) H U WORKING DAYS BEFORE EXCAVATION. FAX: (909) 823-5046 / > w > B. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO UNDERGROUND SERVICE ALERT ' Q FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. (800) 227-2600 / / - PROJECT SITE 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES PRIVATE ENGINEER'S NOTICE TO CONTRACTORSw w w ' m INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC CABLE TELEVISION, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES / / ' U BASE LINE ROAD LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN / TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- VICINITY MAP SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE SHOWN ON THESE DRAWINGS. TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- 12. WHEN CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK" THE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; RESOLUTION. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING PLACEMENT. FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT EXISTING CONCRETE. ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 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 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. 17. 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 R/W R/W F INDUSTRIAL SAFETY. 58' 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL -OF THE CITY INSPECTOR. R/W R/W 7, 22, cL 22, 7, 50'/54' 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 5' 7' 18'/20' cl. 18'/20' 7 5' CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. P.U.E. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, 1.0' G' G" 1.0' DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. CONG.CURB + 0.03' 6 18' 21. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE 1,4 j� O5 A.G. / A.B. GUTTER 4• jft I 0.01'6 TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE �-T 1� LEVEL LINE GONG. CURB + 2O 27. 27 i/4 /� A_G_ / A.B. GUTTER /4•/ WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. � T 0. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. GONG. 51DEWALK GONG. 51DEWALK-?� - 27 GONG. CURB + 23. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE GUTTER GONG. 51DEWALK GONG. 51DEW4 THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL STREET SECTION GONG. CURB + BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL GUTTER STAKING DURING CONSTRUCTION. BOULDER WAY STREET SECTION 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING SHADY ROCK LANE. RIVER ROCK DRIVE+ CAMP ROCK COURT 6 50', PORTION STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE OF SHADY ROCK LANE 6 '4' TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. r 26. 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 CONSTRUCTION NOTES= QUANTITIES 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 �1 CONSTRUCT 4' AG PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. CSEE GENERAL NOTE 27 + 28) 71,585 S.P. 27. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION �2 CONSTRUCT 5 1/4' AG PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER CSEE GENERAL NOTE 27 + 28) 0 COMPLETION OF ROUGH GRADING. O 28. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL CONSTRUCT 8• CURB + GUTTER PER CITY STD. DWG. NO. 101. 0 STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED �4 CONSTRUCT G• CURB + GUTTER PER CITY STD. DWG. NO. 101. 3.250 L.P. TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. O CONSTRUCT G' MEDIAN CURB PER CITY STD. DWG. NO. 101. 0 29. 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 O CONSTRUCT 8• MEDIAN CURB PER CITY 5TD. DWG. NO. 101. 0 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 3.120 S.P. 0CONSTRUCT GROSS GUTTER PER CITY 5TD. DWG. NO. 104. WIDTH PER PLAN. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR O CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A. G EA. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE O CONSTRUCT 4• CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A. W=PER PLAN 20.244 S.P. LOCATION OF THE SEWER LATERAL. 10 INSTALL 2'X G• REDWOOD HEADER. 0 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 11 REMOVE BARRICADE' P)=R CITY STD. DWG. NO. 118. 2 EA. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS12 INSTALL STREET LIGHT CSCE # I )SOO LUMEN (O EA - AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS O OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 13 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN.' 2 EA. RECC1RD DRAWING 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, 14 ADJUST MANHOLE OR VALVE COVER TO GRADE. 8 EA - STRIPING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF RAti7;ON100RDTHE 1�i5JFiiiFHAvEBRNpMpARoRMATIM AM THE CITY TRAFFIC ENGINEER. 15 INSTALL STREET NAME SIGN 4 EA FUpMBMEDSYCYTiiE,S. ilEENGR*ERWILLNOTBE SLE FOR ANY EW13M OR OMIII MM V MZW 35. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES 1G INSTALL BARRICADE PER CITY STD. DWG. NO. 118 0 HAVE 8MPCORPORP,TEDINTOTHE000tM*WMAS EXCEED 25 MILES PER HOUR. - ARBSUI.T7HEREOF. . 17 REMOVE AG PAVEMENT 0 36. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 18 GONST. DRIVEWAY APPROACH PER CITY 5TD. DWG. NO. 102. W=PER PLAN 5,152 S.P. BENCH M, BRASS CAP TOWER LEG, INDEX MAP R/W R/W 72' G' 1, 5" 1 5' 1 20' cl 20' 5' 5' G' GONG. CURB + 1/4_ ,F -T 0.01' A.G. / A.B. LEVEGUTTE 27. - -_ 27.E GONG. CURB + c� GUTTER 83 rcn ! STREET SEGTION SAPPHIRE WAY j ;TITLE SHEET 15840 STREET IMP. PLAN - 14 [0, 1471 PF: 15840 638 25 -Jan -00 09: 12 AM / 126 -964 -1 - DWG. DATE: p { I,