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Home My WebLink About2546-1In GENERAL 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 (GREEN BOOK). 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) 350-6632. 4. THE CONTRACTOR SHALL NOT OPERATE ANY MAINLINE 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 IS TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY TRAFFIC ENGINEER. 9. ALL UNDERGROLIW 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 AT i-800-422-4133. 10. ALL MANHOLE AND CLEANOUT FRAMES ANP CnVERS SHAD RE CONSTRUCTED -- 6 INCHES BELOW FINISHED GRADE BY 67490 MAW AIJD/0E:56WEIRCOAITIrACTDlr Amp SMUL W RAISED TO GRADE BY PAVING CONTRACTOR UPON COMPLETION OF PAVING. It. 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 STANDARD DETAIL 129. 13. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIS 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 PROVIDDE RECORD DRAWINGS TO THE CITY ENGINEER. 15. TYPE, LOCATION, AND WIDTH OF DRIV€WAY APPROACH APRONS SHALL 13E 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 BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 17. CITY APPROVED STERILANT IS REQUIRED UNDER ALL A.C. PAVEMENT. 18. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, ANO FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 19. 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. Mr0 21. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR s 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 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 SHALL 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 INCLUD€D IN THE OTHER ITEMS OF WORK. 25. ALL BACKFILL IS TO BE 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 ENTERING 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 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. 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 REGIJTERED CIVIL ENGINEER OR LJ CENSED LAND SURVEYOR. 33. 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) 666-54€7 SO. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) ATTN: GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA. CA. 92335 ONTARIO, CA. 91761 (909) 428-8411 (909) 390-4738 EMERGENCIES: (800) 427-2200 � L.F. GENERAL TELEPHONE COMPANY SO. CALIFORNIA EDISON COMPANY ATTN: STEVE HOCK 7951 REDWOOD AVE. 1400 E. PHILLIPS BLVD. FONTANA, CA. 92335 ONTARIO, CA. 91765 (909) 820-5598 - UNDERGROUND (800) 422-4133 (909) 875-5100 - TRANSMISSIONS - - 40,Z4 7 (213) 637-1233 - PIPELINES FONTANA WATER COMPANY (909) 357-6233 - DISTRIBUTION ATTN: MICHAEL J. McGRAW (800) 422-4133 8440 NUEVO AVENUE INSTALL 2" x 4" REDWOOD HEADER - - - - - - - - - - - - - - - - - FONTANA, CA 92335 CRAWFORD CANYON MUTUAL WATER CO. (909) 822-2201 ATTN: BILL VANDERKIEFT, JR. FAX: (909) 823-5046 (619) 868-6040 11 UNDERGROUND SERVICE ALERT - - ZO (800) 422-4133 0 s,R/w R/w es TYPICAL SECTION 54' R/W N.T.S. so, TYPICAL SECTION 50' R/W KT.S. 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. R/W 1 1 I R/w R/N► TYPICAL SECTION 64' R/W N.T.S. TYPICAL SECTION MINNESOTA WAY R/w i i Aisne -a INDEX MAP CONSTRUCTION NOTES & QUANTITY ESTIMATE: SAN GABRIEL MOUNTAINS Oi CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95 % COMPACTED - - - - - - - - - 174S83 901 Lu O2 CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. DWG. NO. 101 - - - - - - - z L.F. O3 4'� - - 17Z z O4 REMOVE EXISTING REDWOOD HEADER. - - - - - - - - - - - - - - - - � L.F. w > CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO 104 - - - - - - - - - - - 41490 GP O6 a - - Ao EA, a CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, "W" PER PLAN - - - - - 40,Z4 7 S.F. O8 SGP - - .9 EA. N INSTALL 2" x 4" REDWOOD HEADER - - - - - - - - - - - - - - - - - of L.F. 10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 - - - - - - - - - - - - ZO1 SUMMIT AVENUE 11 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 - - - - - - - - ZO EA. 0 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 - - - - - - - - EA. a ar 24 EA, 14 Q - - 84 L.F. 15 REMOVE EXISTING TRAFFIC BARRICADE - - - - - - - - - - - - - - - - - - -- 140 Y 16 ADJUST SEWER CLEANOUT TO GRADE PER CITY STD. DWG. NO. 128 - - - - - - - - - - - / w w CONSTRUCT DRIVEWAY APPROACH (W = PER PLAN) PER CITY STD. DWG. NO. 103 - - - - - - /400 S.F. H Q Q U - - 5,720 h w w l � CONSTRUCT B" P.C.C. CURB ONLY PER CITY STD. NO. 101 - - - - - - - - - - z} � < HIGHLAND J AVENUE ui > a w ALNUT AVENU < > Ul a D Y Q � >- U O I U ►-� U Q w J x W w U uj = m W Y o BASELINE ROAD PROJECT J VICINITY MAP SITE N.T.S. R/W 1 1 I R/w R/N► TYPICAL SECTION 64' R/W N.T.S. TYPICAL SECTION MINNESOTA WAY R/w i i Aisne -a INDEX MAP CONSTRUCTION NOTES & QUANTITY ESTIMATE: QUANTITIES Oi CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95 % COMPACTED - - - - - - - - - 174S83 S.F. NATIVE MATERIAL (SEE GENERAL NOTES 30 & 31) O2 CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. DWG. NO. 101 - - - - - - - - - - .48L3 L.F. O3 CONSTRUCT B" P.C.C. CURB & GUTTER PER CITY STD. DWG. NO. 101 - - - - - - - - - - 17Z L.F. O4 REMOVE EXISTING REDWOOD HEADER. - - - - - - - - - - - - - - - - -- 40 L.F. O5 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. NO 104 - - - - - - - - - - - 41490 SX. O6 CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A - - - - - - - - - - - - - Ao EA, O7 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, "W" PER PLAN - - - - - 40,Z4 7 S.F. O8 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH PER PLAN - - - - - - .9 EA. 9O INSTALL 2" x 4" REDWOOD HEADER - - - - - - - - - - - - - - - - - -- 14P1 L.F. 10 CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118 - - - - - - - - - - - - ZO1 L.F. 11 ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 - - - - - - - - ZO EA. 12 ADJUST VALVE BOX AND COVER TO GRADE PER CITY STD. DWG. NO. 130 - - - - - - - - EA. 13 INSTALL 5800 LUMENS STREET LIGHTS BY OTHERS --------------- 24 EA, 14 CONSTRUCT CURB FACE TRANSITION FROM 6" CF TO B" CF - - - - - - - - - - - - - - 84 L.F. 15 REMOVE EXISTING TRAFFIC BARRICADE - - - - - - - - - - - - - - - - - - -- 140 L.F. 16 ADJUST SEWER CLEANOUT TO GRADE PER CITY STD. DWG. NO. 128 - - - - - - - - - - - / EA, 1�7 CONSTRUCT DRIVEWAY APPROACH (W = PER PLAN) PER CITY STD. DWG. NO. 103 - - - - - - /400 S.F. 18 CONSTRUCT 4 1/2" A.C. PAVEMENT (MIN.) OVER 12" OF 95 % COMPACTED - - - - - - - - 5,720 S.F. NATIVE MATERIAL (SEE GENERAL NOTES 30 & 31) 19 R CONSTRUCT B" P.C.C. CURB ONLY PER CITY STD. NO. 101 - - - - - - - - - - - - /79 L.F. *P* STREET PLAN TITLE SHEET - 21(0,255)PF: 1050 640 26 -Dec -97 12:03 PM / 126-1050-1 17WG. DATE: 0 14 -9a