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HomeMy WebLinkAbout5289-1GENERAL 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 PUBUC 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 CAUFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBIUTY 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 PUBUC 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 RESPONSIBIUTY 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. CITY OF FONTANA 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 IP(RESERVATION 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 DEPOSITED ONTO PUBUC 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. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED 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. 27. THE SEWER CONTRACTOR SHALL STAMP "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE A SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. MARTIN AVENUE STREET IMPROVEMENTS Merrill Ave Athol St Randall Ave Catawba Ave San Bernardino Ave Valley Blvd Martin Ave i'//A North CONT. GENERAL NOTES: PROJECT SITE VICINITY MAP NOT TO SCALE 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 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. 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. DATUM STATEMENT OASIS OF BEARING CENTERLINE OF MARTIN AVENUE PER PM NO. 4609 BK.46, PG.32, SAN BERNARDINO COUNTY. (N89'54'12") 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" EENCHMARK NO. 436 ELEVATION 1219.49' THESE PLANS ARE BASED UPON A SURVEY CONDUCTED ON 11/29/14 BY RMD SURVEYING CORPORATION, RIALTO, CAUFORNI A CONSTRUCTION NOTES 0 O O 10 11 12 13 14 15 1s 17 18 19 20 21 22 23 LEGEND: 2� REMOVE EXISTING CONCRETE CURB. FENCE, SIDEWALK, WALKWAY, LANDSCAPE. OR WALL. REMOVE TREE AND ROOTS / REMOVE BUSHES. REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS SHALL BE DISPOSED OF BY THE CONTRACTOR. REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK P.C.C. DRIVEWAY OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1001 REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT CURB RAMP AND VARIABLE CURB PER APWA STANDARD PLAN NO. 111-5 CASE A, TYPE 3. AND DETAIL "A" REMOVE EXISTING ROAD AND CONSTRUCT 4.0" MIN ASPHALT CONCRETE OVER 12" MIN OF 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 400. CONSTRUCT 6" CURB AND GUTTER OVER 12" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1000. CONSTRUCT 8" THICK ASPHALT CONCRETE SLOT PATCH. REMOVE EXISTING SPANDREL AND CONSTRUCT 8" THICK P.C.C. SPANDREL OVER 12" MIN 95% COMPACTED NATIVE. CONSTRUCT 4" THICK P.C.C. SIDEWALK OVER 6" MIN 95% COMPACTED NATIVE PER CITY OF FONTANA STANDARD PLAN NO. 1006. (W=5') CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING. CONSTRUCT SPLIT FACE CMU TAN COLORED BLOCK SLOUGH WALL PER APWA STANDARD PLAN NO. 622-4 INSTALL CHAIN LINK FENCE PER APWA STANDARD PLAN NO. 600-3. INSTALL WALK GATE PER APWA STANDARD PLAN NO. 600-3. INSTALL DRIVEWAY GATE PER APWA STANDARD PLAN NO. 600-3. INSTALL NEW MAIL BOX AND POST. REMOVE MAIL BOX AND POST. (TYP) RELOCATE EXISTING FENCE AS DIRECTED. RELOCATE EXISTING UTILITY. (BY OTHERS) ADJUST UTILITY TO GRADE PER OWNING FACILITY AGENCY REQUIREMENTS. PROTECT IN PLACE. REMOVE EXISTING AND CONSTRUCT 6" THICK P.C.C. 12" MIN 95% COMPACTED NATIVE. CONSTRUCT REINFORCED CONCRETE STAIRWAY PER NO. 640-4, MATCH TO EXISTING STEPS. A.C. PAVtM ENT OVERLAY CMIN 4") �LLLl1��LLLl1LLl 1 `4�La1L1LLLl.LLLLLLL G - - W T OH CONSTRUCT P.C.C. SIDEWALK CONSTRUCT A.0 PAVEMENT CONSTRUCT P.C.0 SPANDREL CONSTRUCT WALKWAY EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY EXISTING SIDEWALK REMOVE EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING CHAIN UNK FENCE REMOVE EXISTING CHAIN UNK FENCE PROPOSED CHAIN LINK FENCE EXISTING WALL REMOVE WALL EXISTING CURB & GUTTER PROPOSED CURB & GUTTER EXISTING GAS LINE EXISTING WATER LINE EXISTING TELEPHONE LINE EXISTING OVERHEAD ELECTRIC EXISTING EDGE OF PAVEMENT INDEX OF SHEETS: SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6-8 - TITLE SHEET - DETAIL SHEET - MARTIN AVENUE PLAN SHEET - MARTIN AVENUE PLAN SHEET - MARTIN AVENUE SIGNING AND STRIPING - MARTIN AVENUE CROSS SECTIONS DRIVEWAY TRANSITION OVER APWA STANDARD PLAN O 0 0 Iwl EX. TREES/LANDSCAPE EX. STREET LIGHT EX. SANITARY SEWER MANHOLE EX. WATER METER © EX. SEWER METER EX. WATER VALVE ® EX. MAILBOX EX. FIRE HYDRANT - 0- EX. POWER POLE C� EX. STREET SIGN 01 REMOVE TREES/LANDSCAPE REMOVE STREET LIGHT REMOVE POWER POLE REMOVE TELEPHONE PEDESTAL REMOVE MAIL BOX PROPOSED MAIL BOX PROPOSED STREET SIGN PROP. DRIVEWAY PER CITY OF FONTANA STD. NO. 1001 PROP. CURB RAMP (APWA STD. NO. 111-5 CASE A TYPE 3) QTY LS 9 EA N/A 1800 SF 2 EA 230 TON 955 LF 170 SF 320 SF 3700 SF 60 SF 145 LF 350 LF 3 EA 4 EA 16 EA 16 EA 76 LF 7 EA 1 EA N/A 1050 SF 30 SF UNDERGROUND SERVICE ALERT (USA) IT'S THE LAW! DIAL BEFORE YOU DIG! CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG Call Wore you de. REV. REVISION DESCRIPTION DATE ENGR. a TY DATE Ent As BULT RtYISibm 11/2/16 MG 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. KOA CoRPoR�aioN 4 PLANNING & ENGINEERING 3190 C. Shelby Street Ontario, Califomia 91764 Tel: (909) 890-9693 Fax: (909) 890-9694 BENCH MARK:B.M. NO. 436 ELEVATION=1219.49' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK NO. 436 BEING A PK NAIL IN CURB LOCATED AT THE NORTH EAST CORNER OF MARTIN AVE. & SIERRA AVE. Prepared Under The Supervision Of : 411. DATE: 6123/IS • CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: AO MING GUAN. R.C.E. 75793 DESIGNED BY: AO ( CHECKED BY: MG TIN AVENUE TITLE SHEET //7 SCALE: As Noted DATE:7 VS" ITY ENGINEER R.C.E. 51152 DATE: DRAWING NO.: 5289