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Home My WebLink About2568-1GENERAL NOTES: 1. CITY OF FONTANA. GENERAL NOTES FOR STREET PLANS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (OWENi 9") . 3. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST 24 HOURS PRIOR TO THE START OF ANY WORK (909) 350-GG3Z 4. THE CONTRACTOR SHALL NOT OPERATE ANY MAINLINE WATER VALVE. 5. CURVE DATA REFERS TO THE FACE OF CURB. - S. STATIONING REFERS TO THE CENTERLINES OF STREETS EXCEPT WWRE OTHERWISE NOTED. 7. CONTRACTOR IS TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC EiNGlAIC€R . S. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 9. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION A7 i-940-422-4133. 10. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR UPON COMPLETION OF PAVING. 11. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 12. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDAAO DETAIL 129. 13. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 14. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL NIDE RECORD DRAWINGS TO THE CITY ENGINEER. 15. TYPE. LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 16. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS AND WHERE THERE IS OR MAY Bf A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 17. CITY Al'PROYCD $reA1LAA/T /5 RCQU/RCD UMDCR ALL A.C. P"eHCNT. 18. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR. AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 14. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED. INSPECTED, AND APPROVED. 20. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 21. THE CONTRACTOR SMALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE #E20 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SECTION 306-1.1.6. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 23. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS NOT TO CAUSE ANY MUD, SILT, OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SMALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUT THE GRADING OPERATIONS. 24. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING HIS BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 25. ALL BACKFILL IS TO 9E CERTIFIED BY THE SOILS ENGINEER. 26. ALL MATERIALS AND METHODS ARE TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 27. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 28. 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 GUNITE SWALES ENTERINIG OR LEAVING IMPROVEMENTS. 29. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 30. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FDA STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL. ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS WHICH WILL BE DESTROYED AS A RESULT OF OF THIS CONSTRUCTION SHALL BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LANE SURVEYOR. 33. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN: CARLOS NAVARW ATTK VIRGINIA DECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909 350-6632 (714) SM -5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: DENNIS FREEMAN ATTtt JACK HAYES 1981 W. LUGONIA AVENUE 1205 DUPONT AVENUE REDLANDS, CA 9.2374 ONTARIO, CA 91761 (909) 335-7547 (909) 390-4738 EMERGENCIES: (800) 427-2200 GENERAL TELEPHONE COWANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 300 N. PEPPER AVENUE 1400 E. PHILLIPS BLVD. RIALTO, CA 92376 ONTARIO, CA 91766 (909) 820-5598 - UNDERGROINrD (800) 422-4133 (909) 875-5100 - TRANSMISSIONS (213) 637-1233 - PIPELINES FONTANA WATER COMPANY (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. MCGRAMI (800) 422-4133 8440 NUEVO AVENUE FONTANA, CA 92335 CRAWFORD CANYON MUTUAL MATER CO. (909) 822-2201 ATTN: BILL VANDiE.RKIEFT. JR. FAX: (909) 8.23-5046 (619) 868-6040 L DEAGROLIND SERVICE ALERT (,800) 422-4133 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS yw 7G NW 3' M N. I I X/w 53' 1J' 1 i I li _ W tI> v - coca 1 !4 r►.` J L'j L ftru" cam • j 4=TAK TYPICAL SECTIO N- 70 OP03,ED r BTiA 70 t cd -W TO S". If t 70 -OP rurutTr mt Xa'R.c.D. a w 1/11► ' x 40' i 1.2 -/. Miw Sitt! -j i 4 "7raK TYPICAL SECTION PR01'OsZ=O STA , gG+ W - DO Tb SrA - 'I 4 t!5 - 47 STA- BE t 97.4-1 rO 3M - 90 t s7 Of fuTURC /2'x d, R.C.D. /TDRIZ . l" = 20 1 " = 2' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SMALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SMALL VERIFY ALL CONOITI" AND DIMENSION'S AND SMALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 1 ® ■ SUIT I tNDEX MAP CONSTRusd_umN NITE96 (1>-CONSTM)CT 6.5" A.C. PAVEMENT (MIN.) OVER 12' OF 95% COMPACTED MATTA _ _ ... _ - _ _ 461 57G 5.1'. MATERIAL (SEE GOMPAL NOTES 30 i 31� (i)-CONSTRUCTr P.G.C. CURB ONLY PER CITY STD. DWG. NO. 101. 15 INSTALL3A' X 22' CORRUGATED STEEL PIPE (C.S.P.)16 GA. -_ _ - _ _ _ -- - - _ _ _ _ _ _ _ _ --- - - (moo L •� 4)_C0N@TT#JCT r A.C. DIURM PER CITY STD. D IG. NO. 13L _ _ _ _ _ .- _ _ _ _ _ - 250 2 L.P. 10 SAWCUT AND REMOVE A.C. PAVEMENT. -- - - --- -- - 21 REMOVE AND RELOCATE EXISTING TRAFFIC SIGNAL BY OTHERS. _ _ _ - _ _ _ _ _ _ _ _ _ -- _ _ _ - _ _ _ _ _ 1 U. �- a--�a�sr�albdl)[ANCUNL ---------------------------- --- --------2444 L.P. 24 IDG6 STREET LIGHT. 25 CONSTRUCT 31/2" A.C. OVER I r OF 0511 COMPACTED NATIVE MATERIAL _ - �- CT 4' A.C. OVER 12" OF 95% COMPACTED NATIVE MATERIAL (SEE 0534 s -P' GENERAL NOTES 30331). -------------- ------- - ----- ---- -- ------ IZ6-1150 APPHUVLU V w -"'%l_`.' - - 12568 1 1 OF O f'-017 CITY ENGINEER R.C.E. 25126 *P* 8A7L INE STREET PLAIT T I TLE SHEET - 5 W. 2561 Ff:' 1050 656 01 -Aug -97 02:407M / la i-1450-1 DWG. DATs: 0 1 ; =-�