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Home My WebLink About3659-1BROS.THOMAS PAGE 574, REF F-3 _w I NTS 34.0' 1 2.0' 0.5 5. 0' 2.0%G 2,0%- -3.24 %b UTI LITI f-5: T CATAWBA 7.0' _IO' SAWCUT J (O. G8- 2.28%) -vz EXI5T MEET PAVEMENT EXIST TYPICAL SECTION CATAWBA AVENUE 5TA. 14+74.9 1 TO STA. I G+O 1,7G WATER COMPANY FONTANA WATER CO. 8440 NUEVO AVENUE FONTANA, CA 92334 (909) 822-2201 SEWAGE DISPOSAL CITY OF FONTANA ELECTRIC SOUTHERN CALIFORNIA ED15ON 7051 REDWOOD AVE. FONTANA, CA 92335 (909) 335-7750 GAS THE GAS COMPANY J 981 W, LUGONIA AVE. (909) 335-7847 TELEPHONE PACIFIC BELL TLELPHONE CO. 3939 E. CORONADO ST. ANAHEIM, CA 92807 (800) 3 10-2335 CABLE COMCA_5T CABLE 1205 DUPONT ST. ONTARIO, CA 917G 1 (909) 48 J- 9 1 15 BEING A CHISELED "X" ON A FIRE HYDRANT FLANGE ON THE WEST SIDE Of MALOOF NORTH OF CARTER ±200' ELEV. 1527.13 Wig.. �' M REV. 1 IMPROVEMENT PLAN AFN 0226- 1 83-26 6270 CATAWBA AVE. CONSTRUCTION NOTE5/E-91-IMATE Off QUANTITIES* INSTALL 4.5" MIN AC OVER 12" MIN OF 95% COMPACTED NATIVE 5U5GRADE (2288 5F)" INSTALL 8" CURB 4- GUTTER ICER CITY STD. 1003 - POWER POLE TO BE RELOCATED. . _ _ _ . . CONSTRUCT DRIVEWAY APPROACH PER CITY STD. 1005 (W=A5 SHOWN) - . . . . . SAWCUT EXISTING AC PAVEMENT . REMOVE EXISTING AC PAVEMENT. . . . . . . . COLD PLANE 4 OVERLAY (MIN 0. 1') PER, DETAIL SHEET I . . . INSTALL 4" FCC 51DEWALK, PER CITY 5TD. 10 15 "ESTIMATE OF QUANTITIES 15 FOR PERMIT PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. "'FRELIMINARY SECTION: FINAL SECTION TO BE DETERMINED BY .SOILS ENGINEER. 0. 1 O' MIN COLDPLANE 4 INLAY EXISTING PAVEMENT JOIN DETAIL (TO FORM SMOOTH TRANSITION) N'f S REVISION DESCRIPTION GO TONS AC •85 CY BASE - 127 L_F I EA 2 EA 255 LF 503 SF 1314 5F 475 5F PAVINGLEGEND AC PAVING COLD PLANE OVERLAY REMOVAL DATE ENGR. cin DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE CRATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE FLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD FLANS, THE CONTRACT PROVISIONS AND THE STANDARD 5PECIFICATION5 FOR PUBLIC WORKS CONSTRUCTION("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLE55 OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RE50LVED BY REFERANCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK', THE CONTRACTOR SHALL IMMEDIATLEY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIAL5 AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS 511ALL BE 013TAINED FROM THE CITY OF FONTANA 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 (DOD) 350-7G 10. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN TIME STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. G. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATOR5 OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES 7. THE CONTRACTOR 511ALL OBTAIN A PERMIT TO PERFORM EXCAVATION OK TRENCH WORK FOR TRENCHES 5 FEET OR GRATER IN DEPTH FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACE -5 OF ALL EXCAVATIONS GRATER THAN (5) FEET IN DEPTH SHALL BE GUARDED BY SHORTING, SLOPING OF THE GROUND OR OT FR, APPROVED MEANS PURSUANT TO THE REQUIREMENT OF THE DIVISION OF INDUSTRIAL SAFETY Of THE STATE OF CALIFORNIA. TKENCHE5 LESS THAN (5) FEET SHALL ALSO BE GUARDED WHEN POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL_ OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT AWAY WITH OUT OBTAINING A SEPARATE PERMIT EOR. THAT PURP05E, 10, THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE TNF KE51-ONSIBILITY OF THE CONTRACTOR TO DETERMINED, 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 1 -800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 1 1. 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, 5TOKM DRAIN, FLOOD CONTROL AND CALTRAN5, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 1 2. 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 VALVE OPERATION AND AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED, )5, ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE 5ET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR 51-IALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 1 G. 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 5UKVE`r' 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 TH15 CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION 50 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BU51NE55F5 AT ALL TIMES, A MINIMUM 1 2 FEET LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RE5IDENT5 AND EMERGENCY VEHICLES, 1 9. 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 5U5TA(NED WIND VELOCITIES EXCEED 25 MILE5 PER 1-10UFl. 2 1. 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 15 OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-EKODEABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 25, THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SMALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 2G. ALL EXPOSED CONCRETE SURFACE SHALL CONFORM IN GRADE_, COLOR AND FINISH TO MATCH EXISTING CONCRETE, 27. THE SEWER CONTRACTOR SHALL STAMP "5" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORM5 AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 5T"REET�5. 30. APPROVED 501L 5TEKILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT, 3 1. PAVEMENT STRUCTURAL 5ECTION5 SHOWN ARE MINIMUM AND 5U15JECT TO REVISION AND APPROVAL'0f THE CITY" ENGINEER AS DETERMINED BY SOILS TE5T5 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 511ALL BE RAISED TO FINI5HED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING, 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL 51GNING, 5TRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE 5AT15FACTION OF THE CITY TRAFFIC ENGINEER. 35, CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, 5PRINKLEK5 AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE 5AT15FACTION OF THE CITY ENGINEER, 3G. AS -BUILT DRAWINGS 511ALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL_ PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN ON THESE PLAN5 ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIE5 EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS, THE CONTRACTOR FUKTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR 5TRUCTURE5 SHOWN OR NOT SHOWN ON THE5E DRAWINGS. CONTRACTOR AGREES THAT HE SHALL A55UME 50LE AND COMPLETE RESPONSIBILITY FOR J01551TE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 5AFETY OF ALL PERSON5 AND PROPERTY; THAT TH15 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE ENGINEER HAKMLE55 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON TH15 PROJECT, EXCEPTING FOR LIABILITY AR151NG FROM THE 50LE NEGLIGENCE OF THE OWNER OR THE ENGINEER. SCALE: AS SHOWN DATE. 3/1 G104 mo