Loading...
HomeMy WebLinkAbout4857-1WEST 12' 5' 0.5' LIP OF GUTTER STREET IMPROVEMENT PLAN 6274 COOPER STREET CITY OF FONTANA r CITY OF FONTANA STREET IMPROVEMENT NOTES 18' 9' 1 9' 1 4.5' +/- 1.5' EX. EX. 1 1.89 MAX. 1.89 MAX. PROP. 2% 1.69 MIN. 1.69 MIN. N -.011 A STREET CROSS SECTION STA 7+26.85 TO STA 7+90.26 T. 1. = 5.5 SCALE: N.T.S. (ij U 3 NEW PAVEMENT w SECTION , 1 , MIN. ch ���I11FF1II���I 1I ���II1��1111111 CONSTRUCTION NOTES: 95% COMPACTED SOIL 18' CROWN 12' -0" EX. 2% +/- 11 GRIND 0.10' EX. A.C. PAVEMENT AND OVERLAY 0.10' A.C. TOPPING B LAP JOINT DETAIL STA 6+38.1 TO STA 7+90.26 T. 1. = 5.5 SCALE: N.T.S. QUANTITY 5' O CONSTRUCT 6" CONCRETE CURB AND 18" STREET 63.5 LF ADDITIONAL NOTE: GUTTER PER CITY OF FONTANA STD NO. 1003 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 20 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH 165 SF 1. THE CONTRACTOR IS REQUIRED TO LOCATE AND PER CITY OF FONTANA STD NO. 1002 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 30 CONSTRUCT RESIDENTIAL 44" MIN. AC PAVEMENT 1079 SF (28.3 TONS) EXISTING UTILITY LINES. OVER 12" MIN. OF 95% COMPACTED NATIVE. PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. ® SAW CUT AND REMOVE EXISTING AC PAVEMENT, OR AS 211 SF JOB SITE CONDITIONS DURING THE CONSTRUCTION OF REQUIRED FOR TIE-IN NEW PAVEMENT TO THE SATISFACTION 3 OF CITY ENGINEER, SEE DETAIL B ON SHEET 1. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO SAW CUT LENGTH 153 LF O5 CONSTRUCT 4" THICK, 5' WIDE CONCRETE SIDEWALK 233 SF IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 909 350-7610. ( ) PER CITY STANDARD PLAN NO. 1006 - © REMOVE EXISTING CONCRETE DRIVEWAY 34 SF ® REMOVE EXISITNG TREE 1 TREE ® PLANT NEW TREES ON PARKWAY AS REQUIRED BY CITY 2 TREES ® EXISTING WATER METER IN LANDSCAPE PARKWAY TO BE LOWERED BY 0.27ft 1 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL EXISTING ELEVATION OF TOP OF METER COVER AT 1548.89. 13. TIMES. NEW ELEVATION OF TOP OF METER COVER AT 1548.62 7. O9 EXISTING POWER POLE TO BE PROTECTED IN PLACE 1 10 PARKWAY, LANDSCAPE AS REQUIRED BY CITY. 290 SF 11 0.10' THICK AC OVERLAY. 765 SF EX. AC PAVEMENT BENCHMARK: EAST '- 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE ADDITIONAL NOTE: 6214 COOPER AVE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE 3 FONTANA, CA LATEST EDITION UNLESS OTHERWISE NOTED. 1. THE CONTRACTOR IS REQUIRED TO LOCATE AND CARTER AVE NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. TAKE PRECAUTION MEASURES TO PROTECT ALL 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE EXISTING UTILITY LINES. a PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF CLQ 3 THE PROJECT, INCLUDING SAFETY OF ALL PERSONS 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO AND PROPERTY, AND THAT THIS REQUIREMENT HSALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO U THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK NORMAL WORKING HOURS. AND THAT THE CONTRACTOR HW210 IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 909 350-7610. ( ) SHALL DEFEND, INDEMINIFY AND HOLD THE CITY, THE VICINITY MAP CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND OWNER AND THE ENGINEER HARMLESS FROM ANY AND 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA ALL LIABILITY, REAL OR ALLEGED, INCONNECTION WITH MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. THE PERFORMANCE OF WORK ON THE PROJECT. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. (909) 822-2201 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL 13. TIMES. UTILITY CONTACTS 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE 1400 E PHILLIPS RANCH BLVD 14. CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. CITY OF FONTANA BM #624 TOP OF FIRE HYDRANT LOCATED AT THE NORTHWEST CORNER OF CARTER AVENUE AND COOPER AVENUE ELEVATION= 1538.62 BASIS OF BEARINGS: N 00'04'00"W ALONG COOPER AVE TRACK NO. 2177, MAP BOOK 31/51, CITY OF FONTANA STATE OF CALIFORNIA, TAKEN AS THE BEARING FOR THIS SURVEY CURTIS AVE SOUTHERN CALIFORNIA EDISON PROJECT SITE: THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND 30ON PEPPER AVE 6214 COOPER AVE OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. RIALTO, CA 92376 UNDERGROUND: (909) 357-6233 FONTANA, CA TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT. TRANSMISSION: (909) 875-5100 CARTER AVE NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. DISTRIBUTION: (909) 357-6233 w a a w W THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER Q CLQ 3 x U Z Y U EMERGENCIES: (800) 427-2200 HW210 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, VICINITY MAP CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND FONTANA WATER SCALE: N.T.S. CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. SOUTHERN CALIFORNIA EDISON 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND 30ON PEPPER AVE OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. RIALTO, CA 92376 UNDERGROUND: (909) 357-6233 TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE OTENTIAL EXISTS FOR GROUND MOVEMENT. TRANSMISSION: (909) 875-5100 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. DISTRIBUTION: (909) 357-6233 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF SOUTHERN CALIFORNIA GAS THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER 1981 LUAVE PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING REDLANDS, CA C A 92374 DAYS BEFORE EXCAVATION. ATTN: JOHN OATES EMERGENCIES: (800) 427-2200 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 FONTANA WATER CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8440 NUEVO AVE FONTANA, CA 92335 ATTN. MICHAEL MCGRAW 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. (909) 822-2201 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. GENERAL TELEPHONE 1400 E PHILLIPS RANCH BLVD 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ONTARIO, CA 91766 ATTN. STEVE HOCK (800) 422-4133 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. COMCAST CABLE TELEVISION 1205 DUPONT AVE 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE ONTARIO, CA 91761 CITY ENGINEER. ATTN. JACK HAYES (909) 390-4738 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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 AS A RESULT OF THIS SEWER CITY OF FONTANA CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO 8553 SIERRA AVE MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. FONTANA, CA 92335 (909) 350-6632 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. LEGEND: 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY q CENTERLINE ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. DA DRIVEWAY APPROCH EL. ELEVATION 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. EEDGE OF PAVEMENT X. EXISTING 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SMALL REQUIRE RE -WORKING FG FINISHED GRADE FG OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. FH FIRE HYDRANT E, FL FLOW LINE 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. GB GRADE BREAK MAX. MAXIMUM 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO MIN. MINIMUM THE CITY OF FONTANA STANDARD DETAILS. R. PROPERTY LINE PP POWER POLE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. RNV STREET RIGHT OF WAY SNV SIDEWALK 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. TC TOP OF CURB W.V. WATER VALVE 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. (XX.XX) EXISTING ELEVATION XX.XX PROPOSED ELEVATION 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. TREE 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. -O EXISTING FENCE FLOWLINE 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY NEW A.C. PAVEMENT SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. _. NEW PCC PAVEMENT •'•'•'•'•'•'•'•' LANDSCAPE 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. 35. 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.