The URL can be used to link to this page

Home My WebLink About2597-1I GENERAL NOTES 1. CITY OF FONTANA, GENERAL NOTES FOR STREET IPLANS, 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (GREEN BOOK) AND CITY STANDARD PLANS AND SPECIFICATIONS DATED 1975 AND ANY REVISIONS THEREAFTER. I CONSTRUCTION PERMITS SMALL BE OBTA"ED 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) 350-6632. 4. THE CONTRACTOR SHALL NOT OPERATE ANY MAK)NE WATER VALVE. 5. CURVE DATA REFERS TO THE FACE OF CURB, 6. STATIONING REFERS TO THE CENTERLINES OF STREETS EXCEPT WHERE OTHERWISE NOTED. 7. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGNNEER. a ALL 1.010GROLM WORK SHALL BE COMPLETED PRIOR TO PAVE 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 AT 1-800-422-4133. 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 AFTER 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. REFTO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD 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, SEINER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 14. DRAWINGS OF RECORD SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITYENGINEER. 15. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHAM CONFORM NTH THE CITY OF FONTANA STANDARD DETAILS 16. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNERS REPRESENTATIVE. w . 17. SOIL STEIILAINIT REQUADER RED UNALL NEIN A.C. PAVEMENT. 18. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. INF 19. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 20: THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET M 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 SHALL OBTAIN A PERMIT TO PERFORM EXCAVATKIN OR TRENCH WORK AS DESCRIBED IN NOTE 20 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 TFC CITY'S INSPECTOR. NAME: 3305st.d" DALE: JX 21, 1996 TME 10:37 AM CITY OF FONTANA STREET IMPROVEMENT FOR C:ITRU IS ELEMENTARY SCHOOL S/W CORNER RANDALL AVE CITRUS AVE GENERAL NOTES (CONTINUEDI 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 SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD THROUGHOUTTHE GRADING OPERATIONS. 21. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGMIEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWNDETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING HIS BID. ANY ITEM OF WORK REWIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 2S. ALL BAq(FILL TO BE CERTIFIED BY THE SOILS ENGINEER. 26. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL Of THE CITYENGINEER. 27. ADEQUATE STAKES SHALL BESET 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, ENTERING OR LEAVING IMPROVEMENTS. 29. ALL U11UTY COMPANIES SHALL BE GIVEN 40 HOURS NOTICE PRIOR TO IMOIi( AROUND THEIR FACILITIES.30. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDEDBY A GEOTECHNICALENGINEERING 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 TAKENAFTER COMPLETION OF ROUGH GRADING. 32. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS 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 THIS CONSTRUCTION SHALL BEREPLACED. CONTRACTORSHALL NOTIFY REGISTEREDCIVIL ENGINEER OR LICENSED LINO SURVEYOR ONE WEEK PRIOR TO THE CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED GML ENGINEER OR LICENSED LAND SURVEYOR. 33. CITY OF FONTANA, UTILITY NOTIFICATION LIST: CITY Of FONTANA PACIFIC BELL COMPANY ATTIC: CARLOS NAVARRO ATTIC: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (W9) 350-6632 (714) 666-5467 S0. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN.: JOHN DATES (800) 422-4133 981 W. LUGOMIA AVENUE REDUNDS, CA 92374 (909) 335-7744 COMCAST (CABLE T.V.) EMERGENCIES.(800) 427-2200 ATTIC: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA 91761 S0. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE RIALTO, CA 92376 (909) 820-5598 - UNDERGROUND GENERAL TELEPHONE COIpAMY (909) 875-5100 - TRANSMISSION ATTIC: STEVE HOCK (213) 637-1233 - PIPELINES 1400 E. PHILLIPS BLVD. (909) 357-6223 - DISTRIBUTION ONTARIO, CA 91766 (800) 422-4133 CRAMIFORD CANYON MUTUAL FONTANA WATER COMPANY WATER COMPANY ATTIC: MICHAEL J. McGRAM ATTN: BILL VANDERKIEFT, JR. 8440 NUEVO AVENUE (619) 868-6040 FONTANA, CA 92335 (909) 822-2201 FAX: (909) 823-5046 SHEET INDEX i. nn.e s►UT/csM sEcna�s 2 STREET IMPROVEMENTS - RANDALL AVFWIE w 0 3. STREET IMPROVEMENTS - giRUS AVENUE 4. TRAFFICSMK AND UGHTWle � PLAN N0. C29725 5. SIGNING AND STRIPING PLAN Exp. 3/31/99 ._ CIVIL i �t 8' 0.5' l- 3 VARIES 0.5' 12 PROPOSED >1 FINISH GRADE 2 wl 9 2X EXISTING GROUND 10"x10'x10/10 W.W.F. _ 2 EXISTMIG GROUND CA 2' FEATHER VARIES OVERLAY I 12' TO 30' VARIES (+0.15% TO -11 10c EXIST PAVING CA CA 44 32' MAX. 1' REMOVE EXISTING PAVING AT SAWCUT oJ i Da EXISTING cuae & cunErt To BE aEraovEo MAINTAIN EXISTING FL \-EXISTING 4' SIDEWALK TO BE REMOVED TYPICAL SECTION CITRUSAVENUE AT BUS STOP CA 44' 8' 1 32' ExisnNc culla a GUTTER \,-Ewsni+c 4' swEwux (To BE REMOVED) CRICAN SUSv N A UE STA 3+441 TO STA 9+191 VARIES ( 2% 2.44% - 2.69% I TYPICAL SECTION RANDALL AVEN SM 11+02± A 12+ V 2' FEATHER 13'1 OVERLAY i VARIES VARIES (-1.00% TO -1.31%)l 1.50% - 2.75% EXIST PAVING (iD�� TYPICAL SECTION RANDALL AVENUE STA 3+95f TO STA 11+02f 0.5' s� R/W lr- CONSTRUCTION NOTES (DCONSTRUICT CURB AND GUTTER PER CITY OF FONTANA SID 101, 8' Cf . . . . . . . . . . . . . .. . . . . .623 LF O2 CONSTRUCT SIDEWALK PER CITY Of FONTANA SID 105A . .. ...... .......... .19.185 S'F Q3 (ONS1Rl1CT CROSS GUTTER AND SPItN01lEl PER CITY of FONTANA S?D 106. .. .... ...... .320 SF CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD 104A WITH 10X MAXIMUM SIDE SLOPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5 EA. O5 AC PACING PLACE 1' AC OVER 6� Cl M AB 4JS TON340 CY A.B. D EXISTING FIRE HYDRANT TO BE RELOCATED. .. .......... .... .. ...... 2 EA <D CONSRIUCT DISCN/1RGE STIp1CR1RE PER CITY (F FONTANA 510 121. .... .. .... .. 2 EA 8Q CONSTRUCT 8' P.C.C. PAVING PER TYPICAL SECTION ON SHEET 1 AND BUS BAY TURNOUT DETAIL ON SHEET 3. .4,70 SF 9a CONSTRUCT 6' CURB PER CITY OF FONTANA SID 10l . . . . . . . . . . . . . . . . . . . . . . . . . . . 445 LF 10 PLACE OJO' A.C. OVERLAY. ...... ............ .. ...... 106 TON 11 SAWCUT EXIST PAVING. ...... .. _ ....................... .1110 LF CONSTRUCT RAMPED CURB IiE1ifR14 PER CITY OF FONTANA SID 104A 12 MODIFIED PER DETAIL 'A' 0!1 SFIEET 1. .......... ...... 4 EA 1Q INSTALL 22,000 LUMEN 200 W STREET LIGHT PER STREET LIGHT PLJW. .... .. .... _ .. S Ell 14 REMOVE E)pS11NG SIOEwALK. .. .. .. .... .... .. .606 if 15 EXIST POLE TO BE UNDERGRWNDED BY OTHERS . ........................ .4 EA BACK OF WNALK RIW DETAIL A AiuiPED CURB RETURN �� FONTANA STD. 104A (MODIFIED) AT SCHOOL DRIVEWAYS SCALE: 1" = 10' w z a RANDALL AVENUE = P SITE W m P FONTANA UNIFIED W z SCHOOL DISTRICT SAN BERNARDINO AVENUE w CENTRAL VALLEY FIRE Z w Z w W PROTECTION DISTRICT""OIL 4 VALLEY BOULEVARD c o w Of w t7i z cy- SAN BERNARBINO FREEWAY o VICINITY MAP MTS •