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Home My WebLink About5471-11 2 3. 4. 5 C! 7. %1 E 10 12 13 14 15 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. GENERAL NOTES: 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. 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. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 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. 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. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 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. 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. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 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. 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. 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. CURVE DATA REFERS TO THE FACE OF CURB. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 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. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 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. 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. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 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. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 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 VALLEY BOULEVARD FROM SIERRA AVENUE TO VINEYARD VALLEY MEDIAN IMPROVEMENTS 0 PROJECT SITE CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CONT. GENERAL NOTES: STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE x — Foothill Blvd TEMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. QTY 1 a REMOVE EXISTING CURB. 31. P THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME 3,850 SF T OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. Q Q LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE 32. A ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH S EXISTING CONCRETE. F THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE L A A SEWER LATERAL. P NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 34 c � U 165 TON A ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING Arrow Blvd C OF STREETS. 15 TON T APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. A Merrill Ave J 900 SF OPROTECT IN PLACE. N/A O8 CONSTRUCT MEDIAN BREAK PER DETAIL 4 AT EVERY 50' C—C, SEE SHEET 5. 1 EA m a� > > a) Q 520—C-2500. --------------- Q Q Q QI REMOVE POWER POLE EXISTING GAS LINE L -a 4) U) U (U REMOVE TELEPHONE PEDESTAL EXISTING SEWER Q _j _j U U ® Randall Ave], EXISTING STORM DRAIN LINE EXISTING TELEPHONE LINE PROPOSED STREET SIGN San Bernardino Ave o Q co E U) } W a- p �oo� W ¢ z North > > Valley Blvd 0 PROJECT SITE CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CONT. GENERAL NOTES: STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE x — x TEMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. QTY 1 a REMOVE EXISTING CURB. 31. P THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME 3,850 SF T OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 940 SF OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE 32. A ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH S EXISTING CONCRETE. F THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE 33. A A SEWER LATERAL. P NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, 34 U INSPECTED AND APPROVED. 165 TON A ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING 35. C OF STREETS. 15 TON T APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. A UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFORE Q room YOU DIG! CALL AT LEAS' TWO WORKING D� 1 BEFORE YOU DIG a Know what's below. Call before you dig. VICINITY MAP NOT TO SCALE AVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF HE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. CTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET ECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA OR APPROVAL UPON COMPLETION OF ROUGH GRADING. LL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE AVING CONTRACTOR UPON COMPLETION OF PAVING. PON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, ND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. ONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY HE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. S—BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO BALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED --- - -- - - --- - IMPROVEMENTS NOT COMMENCE WITHIN TWO - — - - - YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE - -- CITY ENGINEER MAY REQUIRE REVISIONS TO THE -- PLANS TO BRING THEM INTO CONFORMANCE WITH - STANDARDS IN EFFECT. DATUM STATEMENT BASIS OF BEARING LEGEND: CONSTRUCTION NOTES AND QUANTITIES x — x x QTY 1 a REMOVE EXISTING CURB. 600 LF 1 b REMOVE EXISTING ASPHALT CONCRETE. 3,850 SF 1 c REMOVE EXISTING ROCK LANDSCAPE AT MEDIAN. 940 SF OREMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE N/A AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE EX. SEWER METER DISPOSED OF BY THE CONTRACTOR, UNDER CLEARING AND GRUBBING. OCONSTRUCT 6" CURB OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF 520 LF FONTANA STANDARD PLAN NO. 1000. EX. MAILBOX CONSTRUCT 6.5" MIN. AC PAVEMENT OVER 12" MIN OF 95% COMPACTED NATIVE 4,050 SF O4 SUBGRADE PER CITY OF FONTANA STANDARD PLAN NO. 401. 165 TON EX. FIRE HYDRANT AND OVERLAY EXISTING PAVEMENT WITH 0.10' AC MIN PER DETAIL 2,000 SF OGRIND 5 "A", 15 TON MEDIAN WITH ROCK TREATMENT PER FONTANA STANDARD PLAN NO. OCONSTRUCT 5045, OVER 12" MIN 90% COMPACTED NATIVE. 900 SF OPROTECT IN PLACE. N/A O8 CONSTRUCT MEDIAN BREAK PER DETAIL 4 AT EVERY 50' C—C, SEE SHEET 5. 1 EA OCONSTRUCT 6" PCC PAVEMENT OVER 12" MIN 95% COMPACTION. PCC SHALL BE 5 SF 520—C-2500. --------------- X x — x x BEARINGS SHOWN ARE BASED UPON THE CENTER; INE OF VALLEY BOULEVARD HAVING A BEARING OF N89'28'58"E AS SHOWN ON PARCEL MAP NO. 7480, RECORDED IN BOOK78, PAGES 52-53, OF PARCEL MAPS, RECORDS OF 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. 274 ELEVATION 1,244.23' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 10/25/15 BY RMD SURVEYING CORPORATION, RIALTO, CALIFORNIA CONSTRUCT A.0 PAVEMENT EX. TREES/LANDSCAPE GRIND AND OVERLAY EX. STREET LIGHT EX. SANITARY SEWER MANHOLE CONSTRUCT ROCK MEDIAN EX. WATER METER EXISTING CENTERLINE EXISTING RIGHT—OF—WAY EX. SEWER METER EXISTING SIDEWALK EX. WATER VALVE REMOVE EXISTING SIDEWALK EX. MAILBOX PROPOSED SIDEWALK EXISTING CHAIN LINK FENCE EX. FIRE HYDRANT REMOVE EXISTING CHAIN LINK FENCE EX. POWER POLE PROPOSED CHAIN LINK FENCE EX. STREET SIGN EXISTING WALL REMOVE WALL h, EXISTING CURB & GUTTER _ y'•' % ' REMOVE TREES/LANDSCAPE REMOVE EXISTING CURB & GUTTER --------------- REMOVE STREET LIGHT PROPOSED CURB & GUTTER REMOVE POWER POLE EXISTING GAS LINE EXISTING WATER LINE 'T - REMOVE TELEPHONE PEDESTAL EXISTING SEWER 'LV REMOVE MAIL BOX EXISTING OVERHEAD LINE ® PROPOSED MAIL BOX EXISTING STORM DRAIN LINE EXISTING TELEPHONE LINE PROPOSED STREET SIGN KOA CO R A 1�[i rnON Prepared Under The Supervision Of QROFESS/0H 1� G GV -1 e PLANNING & ENGINEERING �; c? 3190 C Shelby Street DRAWN BY: No. 75793 A Ontario, California 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 * EXP. 6/30/16 ,� DESIGNED BY: BENCH MARK:B.M. NO. 274 ELEVATION=1,244.23 ST CIVIL �P 14 DESCRIPTION: DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF THE CITY OF FONTANA BENCHMARK NO. CHECKED BY: 274 BEING A PK NAIL IN THE CURB, BCR, NE CURB RETURN..�Z 616��6 DATE: VING AN. R.C.E. 75793 INDEX OF SHEETS: SHEET 1 —TITLE SHEET SHEET 2 —MEDIAN IMPROVEMENT PLAN SHEET 3 —CROSS SECTIONS CITY OF FONTANA, CALIFORNIA MEDIAN IMPROVEMENT PLAN VALLEY BLVD SCALE: FROM SIERRA AVENUE As Noted DATE: TO VINEYARD VALLEY P4;�OVED Y: " DRAWING NO.: 1 DATE: 5471 3 ITY LNR.C.E. 51152