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HomeMy WebLinkAbout2668-1GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 2. 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. CALL (909) 350-6632. 3. THE CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. CONTRACTOR IS TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. LOCTIONS 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 UTILTIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDER- GROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. 9. ALL MANHOLES 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. 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6 INCHES BELOW FINISH GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR UPON COMPLETION OF PAVING, 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELE- PHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LAND- SCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL SYSTEMS, ETC. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 15. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE STANDARD SPECIFICTAIONS AND WHERE THERE IS OR MAY BE A CONFLICT, SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO PLACING ASPHALT. 17. ALL EXPOSED CCNCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 19. 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 SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK IN NOTE 19 ABOVE FROM THE CALIFORNA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SECTION 306-1.1.6. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 22. 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 THROUGHOUT THE GRADING OPERATIONS. 23. THE 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 IN- CIDENTAL TO AND INCLUDED IN THE OTHER ITEMS OF WORK. 24. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL. 25. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 26. ADEQUATE CONTROL STAKES SHALL BE SET BY ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONTROL STAKING DURING CONSTRUCTION. 27. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM U14DERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. 28. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 29. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER IMMEDIATELY. 30. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 31. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR 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. 32. 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. 33. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCHMARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITH- OUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL,- AND RE- PLACEMENT 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 BE REPLACED. CONTRACTOR SHALL NOTIFY REGISTERED CIVIL ENGINER 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 LAND SURVEYOR. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL CO., ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA. CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: ALAN KESELOFF ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, CA 92335 ONTARIO, CA 91761 (909) 335-7781 (909) 390-4777 X 3055 EMERGENCIES: (800) 427-2200 11, 098 SO. CALIFORNIA EDISON COMPANY GENERAL TELEPHONE COMPANY ATTN: RON ANDERSON ATTN: STEVE HOCK (909) 357-6581 1400 E. PHILLIPS BLVD'. 7951 REDWOOD AVENUE ONTARIO, CA 91766 FONTANA, CA 92335 (800) 422-4133 (909) 820-5598 - UNDERGROUND 5 EA. JQ BAITWOOD (909) 820-5137 - TRANSMISSIONS (213) 637-1233 - PIPELINES I ii (909) 357-6589 - DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. FONTANA WATER COMPANY ATTN: BILL VANORKIEFT, JR. ATTN: AL KROHN (619) 868-6040 8440 NUEVO AVENUE 5 FONTANA, CA 92335 , >I, (909) 822-2201 X 323 FAX: (909) 823-5046 UNDERGROUND SERVICE ALERT 3, 144 S.F. (800) 422-4133 I PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 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 SHALL 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 SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONSTRUCTION NOTES: SO CONSTRUCT 4' A.C. PAVEMENT (MIN.) OVER 12' OF 95% COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) 2 CONSTRUCT 6' P.C.C. CURB & GUTTER PER CITY STO. DWG. NO. 101 3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO. 104 (MODIFIED 8' WIDE) OCONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A O CONSTRUCT 4' P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, 'W' PER PLAN 6O CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN O7 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 OB ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 O9 INSTALL 5800 LUMEN STREET LIGHTS, HIGH PRESSURE SODIUM BY OTHERS. 10 CONSTRUCT DRIVEWAY APPROACH ( W PER PLAN ) PER CITY STD. DWG. NO. 103 11 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118. 12 INSTALL 2' X 4' REDWOOD HEADER. I3 C605T2UCT COMMERCIAL DRIVEWAY PER CITY 6TD DWG. No. IOZ-B k} C0N6TQUCT EA)NANCEP PAVI"-a PER DETAIL `A+ OW 6HT, 6 !© COAISTRLICT 8' P C.r-- CURB I GIJT rail PEe CJ]Y &D.. Dwr.. AID. ID/ R/W R/W COLONIAL DRIVE (PART) 54' R/W N.T.S. Underground Service Alert CALL TOLL FREE 1-800 422-4133 70 WORMG DAYS BEFORE YOU DIG �- SUMMIT � r- P.A. 1 1 III P.A. 7 /// P.A. 9 P.A. 19 QUANTITIES: TR. 15685-1 TR. 15685-2 TR. 15685 P.A. 6 IRWAY NO. 1A P.A. 10 P.A. 18 P.A. 11 P.A. G i AVENUE �01 N 1r��FriR. NERF P.A. 16 P.A. 20 FUTURE COMMERCIAL FUTURE ROUTE 30 FREEWAY HIUHLANU LOCATION MAP SCALE: Y . 600' P.A. 14A a .A. 2 0: P.A. 14B h Ilk we 1�wl FUTURE COMMERCIAL VICINITY - MAP NOT TO SCALE ■ . ■ 42,590 32.365 37, 142 S.F. /, 820 1, 821 1, 902 L.F. 720 680 S.F.- 4 4 EA. ) , 14,885 11, 098 12, 033 S.F. 4 3 EA. 6 5 5 EA. JQ BAITWOOD I ii 6 5 4 EA. IV , >I, 3.584 4.704 3, 144 S.F. GC)" / Q I 40 40 L. F. 4 SS 1 / 40 40 L. F. // 0 R / y / � 442 9.f. � " •� 528 I -F - I INDEX MAP- - IN r CLU13YtOU5E DR. INDICATES SHEET NUMBERS �. 2c, 1 G' f REECORD DRQ VV,1 ` i �VeLuvc THESE RECORD DRA`NiN-S HAVE BrEN PREPARED, W � � fps A'I' SAWGRASS WAY, BAYWOOD LN.. COLONIAL DR. (PART) PART, ON THE BASIS OF INFORMATION CC'MP'LED r,ND i=iir ir.�' '= TYPICAL S E C T I O N FURNISHED BYO PERS. TH5 ENGINEER WILL NOT ?E RESPON3121 E FOR ANY ERRORS OR OMISSIONS V�NrH MEDINAH STREET HAVE BEEN INCORPORATED WM THE DOCUMENTS AS � - 5 0' R/ W A RESULT THEREOF TY P I CAL SECTION PEC T C CN R N.T.S. 5A W NTS BENCH MARK: . a,F BASIS OF BEARINGS: CITY O F FONTANA, CALIFORNIA RAILROAD SPIKE AT INTERSECTION Try BEARING OF NB9'�TpS ALONG THE NORTH LINE OF S ION 30 OF CITRUS AVE. AN. LOS CEDROS TOWN HIP 1 NORTH RANGE 5 ME T SAN ERNpAROIN? MFRIOIAIN Ag HbWN AVE., IN POWER POLE NO. 9011E ON R CEOERpgg OF SURVEYggFIppLEO INEBOOK ON THE EAST SIDE OF CITRUS AVE. USEOAAS THE?FBASISROF BEARING WAS ELEVATION: FOR THIIIIS MAP S DRAWN BY: SIERRA LAKES SCALE: PREPARED IN THE OFFICE OF S.C. MADOLE AND ASSOCIATES, INC. �pPOFE55TOpIV DESIGNED: TRACT N0. 15685 AS SHOWN OF THE INLAND EMPIRE ��Q�YILTaY �y� STREET PLANS to 10601 CHURCH STREET STE. 107 MA, tan�� RANCHO CUCAMONGA. CA 91730 3 No. 14814 a CHECKED: TITLE SHEET DATE: �sia� NOV. 1998 w PHONE (909) 948-1311 Exp: 3-31-01Cs PAY/sEptlh'IDCATcrYs IN/orlfSAmp�S�Y 4//Q FNl 17/ p e/�-y, IYI� ti JOB NO. DWG. NO. SHEET NO. ENGR'S CITY" !L-4=gg sllF FCALIF°Q826-1163 APPROVED •lt�_G�G.s¢Z�'�9 OF Z ISIONS APPROVAL DATE APPROVAL DATE J. MADOLE R.C.E.14814 DATE /'ter CITY ENGINEER R.C.E. 25126 2668 5 *P* STREET TITLE SHEET. TR. NO. 15685 - 2110.231IPF: 15685 609 23 -Nov -98 05:19 PM / 826-1154-1 PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN: MR. GERRY BRYAN 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA. 91786 PHONE: (909) 985-0971 DWG. DATE: !e-2l�I