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Home My WebLink About5484-1�t QTY �I REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE N/A UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING 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 MATEF IALS 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 N 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. URPOSE- 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 U11UTY 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 r 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 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. CITY OF FONTANA SIERRA AVENUE AND RIVERSIDE AVENUE STREET IMPROVEMENTS FOR TRAFFIC SIGNAL PROJECT SITE �a r� North VICINITY MAP NOT TO SCALE , CONSTRUCTION NOTES AND QUANTITIES QTY 1 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE N/A UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE I CONTRACTOR, UNDER CLEARING AND GRUBBING. OR LEAVING IMPROVEMENTS. _ 6.5" MIN AC PAVEMENT OVER 12" OF 95% COMPACTED NATIVE SUBGRADE PER CITY 30,800 SF OCONSTRUCT OF FONTANA STD 401. 1,250 TON O3 PROTECT IN PLACE. N/A O4 ADJUST UTILITY TO GRADE. 3 EA OCONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD 1007 OVER 12" MIN COMPACTED NATIVE. 490 LF "ELEVATIONS HEREON ARE IN TERMS WITH THE GRIND 0.1' MIN. OF EXISTING AC PAVEMENT AND OVERLAY 0.1' MIN. OF AC PAVEMENT PER 9,350 SF O6 DETAIL "C" SEE SHEET 2 70 TON OCONSTRUCT 4" THICK AC LANDING RAMP PER MODIFIED CITY OF FONTANA STANDARD PLAN NO. 205 SF 32. 1003 OVER 12" MIN OF 95% COMPACTED NATIVE. BASED LOCALLY UPON THE FOLLOWING BENCHMARKS IN THE OCONSTRUCT 4" THICK AC LANDING RAMP PER MODIFIED CITY OF FONTANA STANDARD PLAN NO. 160 SF 1004 OVER 12" MIN OF 95% COMPACTED NATIVE SHEET OCONSTRUCT 4" THICK AC WALKWAY PER MODIFIED CITY OF FONTANA STD. 1006 OVER 12" MIN 630 SF ROUGH GRADING. OF 95% COMPACTED NATIVE SHEET 10 INSTALL 2"X4" DOUGLAS FIR HEADERS AT EDGE OF PAVEMENT PER DETAIL "A" SEE 2,250 LF ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING SHEET 2. SHEET SHEET 11 REMOVE EXISTING PAVEMENT. 20,000 SF 12 REMOVE EXISTING ROCKS. 90 SF LEGEND: -ter. Wit:. PROPOSED GRIND AND OVERLAY EX. TREES/LANDSCAPE CONSTRUCT A.0 PAVEMENT EX. STREET LIGHT CONSTRUCT A.0 TEMPORARY LANDING EX. SANITARY SEWER MANHOLE [K] EX. WATER METER - - EXISTING RIGHT-OF-WAY - - PROPOSED RIGHT-OF-WAY [i] EX. SEWER METER I EXISTING SIDEWALK I 0 EX. WATER VALVE ------------ - ------- - - - - - - REMOVE EXISTING SIDEWALK PROPOSED SIDEWALK ED EX. MAILBOX •-• EXISTING CHAIN LINK FENCE EX. FIRE HYDRANT I REMOVE EXISTING CHAIN LINK FENCE ►. -C>- EX. POWER POLE PROPOSED CHAIN LINK FENCE EXISTING WALL EX. STREET SIGN I REMOVE WALL a y- EXISTING CURB &GUTTER REMOVE TREES/LANDSCAPE PROPOSED CURB & GUTTER -__-- '- REMOVE STREET LIGHT G - - - EXISTING GAS UNE W - i - - EXISTING WATER UNE REMOVE POWER POLE T - ' - - EXISTING TELEPHONE LINE T; REMOVE TELEPHONE PEDESTAL EXISTING OVERHEAD ELECTRIC _ _ _ EXISTING SEWER LINE REMOVE MAIL BOX - - - 5 - - - 5D - - - EXISTING STORM DRAIN LINE ® PROPOSED MAIL BOX EXISTING EDGE OF PAVEMENT i � REMOVE EXISTING EDGE OF PAVEMENT PROPOSED STREET SIGN I PROPOSED EDGE OF PAVEMENT t PROP. CURB RAMP STANDARD PLAN -4e 1003. PROP. CURB RAMP STANDARD PLAN 1004. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. CONT. GENERAL NOTES: DATUM STATEMENT UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING I OR LEAVING IMPROVEMENTS. _ - � 31. PAVEMENT U MINIMUM AND BJECT TO ON AND APPROVAL OF THE CITY ENGINEER RAL ETESTS TROL ERTICAL NSHOWN 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION TCTIONS AKEN AFTER COMPLETION OARE AS DETERMINED BY SOILS FROUGHGGRADING. "ELEVATIONS HEREON ARE IN TERMS WITH THE INDEX OF SHEETS AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) , 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE BASED LOCALLY UPON THE FOLLOWING BENCHMARKS IN THE SHEET 1 -TITLE SHEET 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF CITY OF FONTANA AND THE CITY OF RIALTO" SHEET 2 -TYPICAL CROSS SECTIONS AND DETAILS ROUGH GRADING. SHEET 3-4 -STREET IMPROVEMENT PLANS 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE A SEWER 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING BENCHMARK N0, ELEVATION FONTANA #8-17 1428.609' SHEET SHEET 5-6 -SIERRA AVE CROSS SECTIONS 7 -RIVERSIDE AVE CROSS SECTIONS LATERAL CONTRACTOR UPON COMPLETION OF PAVING. RIALTO #042-88 1924.262' , .28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC I THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON APPROVED. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. APRIL 1-4, 2016 BY RMD SURVEYING CORPORATION, RIALTO, 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CALIFORNIA CITY OF RIALTO DEPARTMENT OF PUBLIC WORKS CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. APPROVED BY: 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 SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ` ROBERT EISENBEISZ, PUBLIC WORKS DIRECTOR/CITY ENGINEER, RCE 54931 DATE UNDERGROUND SERVICE ALERT USA REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED KOA CORPORATION Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS ` IT'S THE LAW! IMPROVEMENTS NOT COMMENCE WITHIN TWO QjkGFESs/0N ��\NG GUq''��y PLANNING & ENGINEERING DIAL BEFORE ! YEARS OF THE DATE OF APPROVAL SHOWN HEREON h ti `y 319oc.Shelby Street ' °'�`W" BY:h1FONTAIqA SIERRA AVENUE SCALE: YOU DIG! • AND CARRIED FORTH IN A DILIGENT MANNER, THE Na 75793 Ontario,Califomia917s4 Tel: (909) 890-9693 Fax: (909) 890-9694 AND As Noted CALL AT LEAST CITY ENGINEER MAY REQUIRE REVISIONS TO THE E'� 6�30�18 * ; , DESIGNED BY: RIVE E AVENUE DATE: BENCH MARK: FONTANA BM#8-17 ELEV 1428.609 RIALTO BM#042-88 ELEV 1924.262 TWO WORKING DAYS Knowwhaf:below. PLANS TO BRING THEM INTO CONFORMANCE WITH aVIL sl�TfOFCA1�F��\P DESCRIPTION: CITY OF FONTANA BM #8-17: BRASS CAP IN CONCRETE BASE OF SOUTH LEG OF AN CHECKED BY:V DRAWING NO.:Lj BEFORE YOU DIG Call before you dig. STANDARDS IN EFFECT. SCE TOWER. 343' NORTH OF HIGHLAND AVE AND 0.2 MILES WEST OF SAN SEVAINE ROAD. n A DATE: ,L C CITY OF RIALTO BM #042-88 :BRASS DISK IN TOP OF SOUTHERLY CURB RIVERSIDE AVENUE 0.25 DATE:�I4�17 5484 MI GUAN. R.C.E. 75793 N E R.C.E.11 MILES SOUTHEAST OF SIERRA AVENUE. I