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Home My WebLink About3965-10111mim w 0.5' m 9 'In I Elts I 787 tu, 0 a M'wl �y A� 0, 4 a 4 STARS CONSTRUCTION 311 W. FRANCIS STREET, SUITE 4 ONTARIO CA. 9062 ATTN* MR. GASIM AHMED PHONE: (909) 717-5423 I,, ql A SEVILLE AVENUE GRAPHIC SCALE 1''=Zlo, 40 0 40 Bo I r,._,"? 0 1111- f , 1, '' _1,7: 7_ 'T 7" 7 W CITY OF Fff�N PAffIC BELL CO ATTN: BRIA RN ATT . VIRGINIA OECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 25*31'57" (909) 350-6632 (714) 666-5467 �yy��E IFHRPIA GAS COMPANY HUNN UNDERGROUND SERVICE ALERT 207 28'55", (800) 227-2600 1981 W. LUGONIA AVE. SF 12. 0 CTYCAST CA TV) MES 53.72' A N: JA& 1205 DUPONT AVE. CHECKED BY: ONTARIO, CA 91761 SOUTHERN CALIFORNIA EDISON COMPANY 36.54� 300 N. PEPPER STREET REMOVE EXISTING BARRICADE RIALTO, CA 92376 9091 820-5598 -- UNDERGROUND ��Y�PA TEL%H�NE CO. 6EV N9 875-5100 TRANSMISSION . 0 K 1400 E. PHILLIPS BLVD. (213) 637-1233 PIPELINES ONTARIO, CA 91766 (800) 422-4133 RAWF MUTUAL WATER CO, ONYL w 0.5' m 9 'In I Elts I 787 tu, 0 a M'wl �y A� 0, 4 a 4 STARS CONSTRUCTION 311 W. FRANCIS STREET, SUITE 4 ONTARIO CA. 9062 ATTN* MR. GASIM AHMED PHONE: (909) 717-5423 I,, ql A SEVILLE AVENUE GRAPHIC SCALE 1''=Zlo, 40 0 40 Bo I r,._,"? 0 1111- f , 1, '' _1,7: 7_ 'T 7" 7 W CITY OF Fff�N PAffIC BELL CO ATTN: BRIA RN ATT . VIRGINIA OECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 �yy��E IFHRPIA GAS COMPANY HUNN UNDERGROUND SERVICE ALERT F MAN (800) 227-2600 1981 W. LUGONIA AVE. SF REDLANDS CA. 92374 (909) 336_ 7547 CTYCAST CA TV) MES EMERGENCIES: (800) 427-2200 A N: JA& 1205 DUPONT AVE. CHECKED BY: ONTARIO, CA 91761 SOUTHERN CALIFORNIA EDISON COMPANY (909) 390-4738 300 N. PEPPER STREET REMOVE EXISTING BARRICADE RIALTO, CA 92376 9091 820-5598 -- UNDERGROUND ��Y�PA TEL%H�NE CO. 6EV N9 875-5100 TRANSMISSION . 0 K 1400 E. PHILLIPS BLVD. (213) 637-1233 PIPELINES ONTARIO, CA 91766 (800) 422-4133 RAWF MUTUAL WATER CO, ONYL SF TTN: FAVYON ANDERKIEFT, JR. (619) 868-6040 FOY��NAI�ATFP COMPANY AT . A J. MCGRAW 8440NUEVO AVE. FONTANA CA 92235 (909) BL -2201 FAX (909) 823-5046 _111"It"MIUM VICINITY MAI GEWRAL NOTES 1� ALL WORK SHALL BE DONE 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 DOCUMENT THAT CANNOT BE RESOLVED BY REFERENCE TO PRECEDENCE PREVISIONS 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 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 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 REGUIREMENTS 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 SEPERATE PERMIT FOR THAT PURPOSE. 10. THE LOCATION 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 THE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 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, LANSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL GE 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 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 AND 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 BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTRO' 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. i8. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANES 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. THE 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 PROERTY 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 ON THE SITE, THE CITY ENGINEER MAY REGUIRE 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 AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 29. ALL UNDERGROUND UTILITIES SHALL B INS ALLED, TES AN APPROVED AV N 0 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOIL 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 RECCOMMENDED 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 LANSCAPING, 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 DRAWINGS TO THE CITY ENGINEER. CONSTR)CTION NOTES AND GRANTITIES ITEM DESCRIPTION QUANTITY UNIT CONST. 8 CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003 457 LF DRAWN BY' KR CONST.5 SIDEWALK PER CITY OF FONTANA STD. NO, 1015 2,427 SF DESIGNED BY',� .. .......... ... . CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1005 1,440 SF EW-- .......... INSTALL 5800 L MEN HPSV STREET LIGHT (70 WATT, #7) 25 FT, LUMINAIRE HEIGHT. POLES SHALL BE MARBELITE OR EOUAL PER 2 EACH CHECKED BY: CITY STD. DWG. #1016, SEE STREET LIGHT PLAN. G NO.:' SD �(A REMOVE EXISTING BARRICADE i EACH CONSTRUCT 4" MIN. A.C. OVER 12" MIN 95% COMPACTED NATIVE. 9440 SF SAW CUT MIN. i' EXIST. EDGE OF PAVEMENT FOR SMOOTH, STRAIGHT 66 SF JOINT. GRIND AND OVERLAY MIN. 5' TO FEATHER. . . ... ..... .. CITY OF FONTANA, CALIFORNIA DRAWN BY' KR SCALE: AS SHOWN DESIGNED BY',� .. .......... ... . DATE: EW-- .......... 11/30/2006 CHECKED BY: G NO.:' SD �(A 5