The URL can be used to link to this page

Home My WebLink About5438-1GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY 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. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. 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 OF INDUSTRIAL SAFETY. 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 MOVEMENT. 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 811 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 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR AGENCY AUTHORIZATION. 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 WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, 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 CONSTRUCTION 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 DEPOS TED CITY OF FONTANA VALLEY BLVD AND OLEANDER AVE STREET IMPROVEMENTS FOR TRAFFIC SIGNAL Ceres Ave Merrill Ave ' J� Q P>` N Q. -E North �c° Randall Ave > ; > > Q Q > Q Q _0 c Q 0) � (a t6 x7 L N U O U � 2 San Bernardino Ave Valley Blvd PROJECT SITE INDEX OF SHEETS: VICINITY MAP NOT TO SCALE UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFOREt YOU DIG! CALL AT LEAST TWO WORKING DAYS Know what's below. BEFORE YOU DIG Call before you dig. SHOULD CONSTRUCTION OF THE REQUIRED QRofESS/OV, IMPROVEMENTS NOT COMMENCE WITHIN TWO ��NG G�q YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75793 CITY ENGINEER MAY REQUIRE REVISIONS TO THE + EXP. 6/30/18 PLANS TO BRING THEM INTO CONFORMANCE WITH sl.4TFOFIVIL CA W REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. DATUM STATEMENT BASIS OF BEARING CENTERLINE OF OLEANDER AVENUE PER RD BOOK 43, PAGE 5, SAN BERNARDINO COUNTY. VERTICAL CONTROL "ELEVATIONS SHOWN HEREON ARE IN TERMS WITH THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED LOCALLY UPON THE FOLLOWING BENCHMARK IN THE CITY OF FONTANA" BENCHMARK NO. ELEVATION 274 1244.23' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 2/8/15 BY RMD SURVEYING CORPORATION, RIALTO, CALIFORNIA KOA CoRpomnoN PLANNING & ENGINEERING 3190 C Shelby Street Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK:B.M. NO. 274 ELEVATION=1,244.23 DESCRIPTION: BEARINGS SHOWN ARE BASED UPON THE CENTERLINE OF OLEANDER AVENUE AS SHOWN ON RECORD OF SURVEY RECORDED IN RS BOOK 43, PAGE 5, RECORDS OF THE COUNTY OF SAN BERNARDINO, CA. CONSTRUCTION NOTES I QTY ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT REMOVE EXISTING FENCE SHEET 1 -TITLE SHEET 1 b PRIOR WRITTEN APPROVAL. 440 LF SHEET 2 -STREET IMPROVEMENT PLAN REMOVE EXISTING PAVEMENT 15,000 SF d O 1 SHEET 3 -STORM DRAIN PLAN 22. NO TRENQH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. . CMPA, AND RCB SHEET 4 -STORM DRAIN DETAILS e REMOVE EXISTING BUSHES AND ROOTS AS DIRECTED BY THE ENGINEER. 2 EA SHEET 5 -CROSS SECTIONS 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE PROPOSED CURB & GUTTER AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE ;T:: REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. DRAWING NUMBER OCONSTRUCT DENSITY IS OBTAINED. 4 EA 5438 -STREET IMPROVEMENT PLAN 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING OCONSTRUCT CONT. GENERAL NOTES: 5439 AL PLAN 500 SF OCONSTRUCT 8" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER 5440-SIAFFIC GNING AND NG PLAN STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE - - - EXISTING TELEPHONE LINE OCONSTRUCT 8" A.C. DIKE PER CITY STANDARD PLAN NO. 1007. TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE 11,900 SF 7 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME 2,050 SF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1006 AND CAP OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. EXISTING IRRIGATION AS NEEDED. O9 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH 250 LF SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA EXISTING UTILITY. (BY OTHERS) EXISTING CONCRETE. 12 FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE GCONSTRUCT A SEWER LATERAL. 210 SF PAVING CONTRACTOR UPON COMPLETION OF PAVING. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, 1 EA INSPECTED AND APPROVED. CONSTRUCT CHAIN LINK FENCE PER APWA STANDARD PLAN NO 600-3. AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER OF STREETS. 17 0 THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO PLAN NO. 3000. SEE STORM DRAIN PROFILE AND DETAIL "A". SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFOREt YOU DIG! CALL AT LEAST TWO WORKING DAYS Know what's below. BEFORE YOU DIG Call before you dig. SHOULD CONSTRUCTION OF THE REQUIRED QRofESS/OV, IMPROVEMENTS NOT COMMENCE WITHIN TWO ��NG G�q YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 75793 CITY ENGINEER MAY REQUIRE REVISIONS TO THE + EXP. 6/30/18 PLANS TO BRING THEM INTO CONFORMANCE WITH sl.4TFOFIVIL CA W REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. DATUM STATEMENT BASIS OF BEARING CENTERLINE OF OLEANDER AVENUE PER RD BOOK 43, PAGE 5, SAN BERNARDINO COUNTY. VERTICAL CONTROL "ELEVATIONS SHOWN HEREON ARE IN TERMS WITH THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED LOCALLY UPON THE FOLLOWING BENCHMARK IN THE CITY OF FONTANA" BENCHMARK NO. ELEVATION 274 1244.23' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 2/8/15 BY RMD SURVEYING CORPORATION, RIALTO, CALIFORNIA KOA CoRpomnoN PLANNING & ENGINEERING 3190 C Shelby Street Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK:B.M. NO. 274 ELEVATION=1,244.23 DESCRIPTION: BEARINGS SHOWN ARE BASED UPON THE CENTERLINE OF OLEANDER AVENUE AS SHOWN ON RECORD OF SURVEY RECORDED IN RS BOOK 43, PAGE 5, RECORDS OF THE COUNTY OF SAN BERNARDINO, CA. CONSTRUCTION NOTES PROPOSED CHAIN LINK FENCE QTY 1a REMOVE EXISTING FENCE 240 LF 1 b REMOVE EXISTING CURB AND/OR GUTTER 440 LF 1 c REMOVE EXISTING PAVEMENT 15,000 SF d O 1 REMOVE EXISTING STORM DRAIN CONCRETE HEADWALL, DRAINAGE STRUCTURE, 1 LS CMPA, AND RCB e REMOVE EXISTING BUSHES AND ROOTS AS DIRECTED BY THE ENGINEER. 2 EA OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE N/A PROPOSED CURB & GUTTER AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE ;T:: REMOVE TELEPHONE PEDESTAL DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. - - - EXISTING GAS LINE OCONSTRUCT CURB RAMP OVER 95% COMPACTED NATIVE PER CITY OF 4 EA FONTANA STANDARD PLAN NO. 1003. OCONSTRUCT 4" A.C. TEMPORARY LANDING WIDTH AS SHOWN ON PLANS. 500 SF OCONSTRUCT 8" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER 520 LF CITY OF FONTANA STANDARD PLAN NO. 1000. - - - EXISTING TELEPHONE LINE OCONSTRUCT 8" A.C. DIKE PER CITY STANDARD PLAN NO. 1007. 100 LF CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE 11,900 SF 7 SUBGRADE PER CITY STD. 401 485 TON (DCONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 6" MIN 95% COMPACTED 2,050 SF NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1006 AND CAP - - - EXISTING STORM DRAIN LINE EXISTING IRRIGATION AS NEEDED. O9 ADJUST EXISTING UTILITY TO GRADE. 6 EA 10 RELOCATE EXISTING FENCE AS DIRECTED. 250 LF GRELOCATE EXISTING UTILITY. (BY OTHERS) 5 EA 12 RELOCATE FIRE HYDRANT. 2 EA 13 PROTECT IN PLACE. N/A GCONSTRUCT 6" THICK COMMERCIAL DRIVEWAY OVER 12" MIN 957. 210 SF COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1002 15 RELOCATE EXISTING DRIVEWAY GATE 1 EA 16 8 CONSTRUCT CHAIN LINK FENCE PER APWA STANDARD PLAN NO 600-3. 115 LF MATCH EXISTING CHAIN LINK FENCE. GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER 1,500 SF 17 0 DETAIL "1" ON SHEET 2. 11.5 TON 18 8 CONSTRUCT DISCHARGE STRUCTURE PER CITY OF FONTANA MODIFIED STANDARD 2 EA PLAN NO. 3000. SEE STORM DRAIN PROFILE AND DETAIL "A". GCONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STANDARD PLAN 3 EA NO. 3004, W=14' Vz2% "V" SHALL MATCH NEW PIPE INVERT ELEVATION. SEE STORM DRAIN PROFILE AND DETAILS. 20 CONSTRUCT PIPE TO PIPE TRANSITION STRUCTURE PER DETAIL "B", SEE SHEET 4. 2 EA 21 CONSTRUCT CONCRETE SHALLOW MANHOLE PER DETAIL "C", SEE SHEET 4. 1 EA 22 INSTALL 2-12" DUCTILE IRON PIPE CLASS 56. 390 LF 23 CONSTRUCT LOCAL DEPRESSION PER CITY STD 3003 (CASE=C) 3 EA 24 0 CONSTRUCT TRAFFIC RATED MANHOLE FRAME AND COVER PER APWA STD 3 EA PLAN 210-3. DIAMETER SHALL BE 24" AND H=4" MAX. 25 CONTRACTOR TO RELOCATE EXISTING POLE AND EQUIPMENT AS DIRECTED 1 EA LEGEND BY THE ENGINEER. CONSTRUCT P.C.C. SIDEWALK EX. TREES/LANDSCAPE CONSTRUCT A.0 PAVEMENT C..i EX. STREET LIGHT EX. SANITARY SEWER MANHOLE CONSTRUCT A.0 TEMPORARY LANDING ' 11 EX. WATER METER PROPOSED GRIND AND OVERLAY jj EX. WATER VALVE - - EXISTING RIGHT-OF-WAY - - PROPOSED RIGHT-OF-WAY i EX. MAILBOX EXISTING SIDEWALK EX. FIRE HYDRANT ------------------------------------------------------- REMOVE EXISTING SIDEWALK 0-- EX. POWER POLE PROPOSED SIDEWALK EXISTING CHAIN LINK FENCE Ci EX. STREET SIGN •-•-•-•-• REMOVE EXISTING CHAIN LINK FENCE _ ,►, STREET IMPROVEMENT PLANS DRAWN BY: VALLEY BOULEVARD SCALE: As Noted DESIGNED BY: AND DATE: OLE DER AVENUE ,,�/n CHECKED BY: P OVE Y: ,3 _Q. /w DRAWING NO.: JX5 DATE: 2I�l � I DATE: ((/ 5438 ING AN. R.C.E. 75793 CITY ENGINEER R.C.E. 51152 PROPOSED CHAIN LINK FENCE REMOVE TREES/LANDSCAPE l - ------ EXISTING WALL ,' REMOVE STREET LIGHT REMOVE WALL ____------ _.____.____.___. _----- EXISTING CURB & GUTTER REMOVE POWER POLE PROPOSED CURB & GUTTER ;T:: REMOVE TELEPHONE PEDESTAL - - - G - - - EXISTING GAS LINE REMOVE MAIL BOX - - - i^:' - - - EXISTING WATER LINE - - - T - - - EXISTING TELEPHONE LINE ® PROPOSED MAIL BOX EXISTING OVERHEAD ELECTRIC PROPOSED STREET SIGN EXISTING SEWER LINE - - - ` 1) - - - EXISTING STORM DRAIN LINE PROP. CURB RAMP STANDARD PLAN EXISTING EDGE OF PAVEMENT 1003. Prepared Under The Supervision Of : CITY O F FO NTANA CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: VALLEY BOULEVARD SCALE: As Noted DESIGNED BY: AND DATE: OLE DER AVENUE ,,�/n CHECKED BY: P OVE Y: ,3 _Q. /w DRAWING NO.: JX5 DATE: 2I�l � I DATE: ((/ 5438 ING AN. R.C.E. 75793 CITY ENGINEER R.C.E. 51152