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Home My WebLink About2093-1STREET IMPROVEMENT PLANS OJECT LOCATION A N GIO AAV E N U Fma %m 32, 32. FONTANA, ,CALIFORNIA 20" 20, 120 80 - 121 120 1 -4 1 VEL LINE 2 _� 2% n2 IL 0. 30 1 ,0. 06' VICINITY MAP /0 r/ VE 9 L EXIST. IMPROVEAfETS PER 1042.3., DWG. 1004 r rpleA i. sEc rIoN e^X11172511 77 =. a. ",5; PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS 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 RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUnING SAFETY OF ALL PERSONS AND PROPERTY, THAT THESE REQUIREMENTS SHALL- 4PPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURSt,�ND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 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. PRIVATE ENGINEER'S NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WPRK HEREON. IN THE EVENT OF DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER ';HALL BE RESPONSIBLE FOR DETERMINING -AN�.ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. (THIS NOTE REOUIRED ON ALL PLANS) Underground Service Alert Call: TOLL FREE I m8W 422=41 33 rim WORKING DAYS BEFORE YOU DIG GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91760 TELEPHONE 031 357-2257 OR (800) 422-4133 U.S.A. SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714) 359-2585 OR (800) 422-4133 U.S.A. CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (714) 350-7610 SO. CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 570 4TH STREET, P.O. BOX 6226 SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (714) 8&4-9411 OR (800) 422-4133 U.S.A. SO. CALIF. GAS COMPANY -TRANSMISSION DEARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (714) 529-2889 OR (800) 422-4133 U.S.A. SOUTHERN CALIFORNIA EDISON COMPANY 1351 E. FRANCIS AVENUE, P.O. BOX 513 ONTARIO, CALIFORNIA 92621 TELEPHONE (714) 947 -2996 -UNDERGROUND POWER (714) 875-5100- TRANSMISSION (213) 837 -1233 -PIPELINES, OR (800) 422-4133 U.S.A. I CONSTRUCTION NOTES AND GUANTITY ESTIMATES NO. I ITEM I OUANTITY UNIT 0 CONSTRUCT A.C. OVER " A.B. PAVING. ASSUME 4" A.C. OVER NATIVE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET I , 137674 SF CONSTRUCT CONCRETE CURB AND GUTTER (8" C.F. PER CITY OF FONTANA STANDARD DETAIL 101) 4(7 LF CONSTRUCT 4* THICK CONCRETE SIDEWALK, W=4' 21038 SF PLACE 2*X6* REDWOOD HEADER 61 LF CONSTRUCT R.C.B. DISCHARGE STRUCTURE PER CITY OF FONTANA STD. DETAIL 124 - "A's = 12' 1 EA. CONSTRUCT COMMERCIAL DRIVEWAY ENTERANCE PER CITY OF FONTANA STD.- 102 - Cf- R = 7.5'1 W.. PER PLAN 4 EA. PLACE "L" REFLECTORS PER CAL. TRANS. TRAFFIC MANUAL 6-52 7 EA. �-'2r:::E PF-TAII_ Pel -OW.) 1COMPACTED BASE 13,674 SF SAWCUT AND REMOVE EXISTING PAVEMENT 8088 SF CONSTRUCT A.C. OVERLAY, (W=2'MIN.) AND FEATHER AS REQUIRED 1400 SF ADJUST MANHOLE FRAME AND COVERS TO GRADE PER CITY OF FONTANA STANDARD DETAIL 109 2 EA, CONSTRUCT 4" WIDE WHIT E REFLECTORIZED EDGE LINE 900 L.F. PLACE 9500 HPS COBRA HEAD CUT-OFF ON 25 FOOT HIGH ORNAMENTAL POLE AND 6' MAST ARM. 6 EA CONSTRUCT 6" SEWER LATERAL PER CITY OF FONTANA STD. 125 1 EA PLACE SEWER CLEANOUT BOX PER CITY OF FONTANA STD. 125A I EA 4 718 0 —T,>4314 - ),ELL 0 H/ REFL'EC TOIFS 3" DIA. OR 3" SOUAIFE FIFONT r YPE z �", REFL EC MRS N. T. S. o�OESS 12 �1 CHA 26928 .Exp. 3-31-93 clivit -.4, ur GENERAL CONSTRUCTION NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, .PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREETS EXCEPT WHERE OTHERWISE NOTED. 4. CURVE DATA REFERS TO THE FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADEj COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. ACTUAL THICKNESS OF A.C. PAVEMENT AND / OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEO- TECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVALABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6m BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR DURING PAVING, 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6* BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVMENTS INCLUDING, BUT NOT LIMITED TO, GAS TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION I DOMESTIC WATER, SEWER, RECLAIMED WATER, STORM. DRAIN, FLOOD CONTROL SYSTEMS, ETC. 13. RECORD DRAWING SHALL BE PROVIDED BY THE ENGINEER TO THE CITY OF FONTANA. 14. LOCATION OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 15. 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. 16. STERILANT REOUIRED UNDER ALL A.C. PAVEMENT 17. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN) AND MIN. COMPACTION OF 90%. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORING STEEL HAS BEEN. PLACED -t: 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 EOUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES - HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 19 ABOVE FROM CALIFORNIA STATE DIVISION OF -INDUSTRIAL -SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 21. NO TRENCH BACKIFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 22. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISIONS AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF POUGH GRADING. 23, ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 24, ALL BAe,,KFILL TO BE CERTIFIED BY SOILS ENGINEER, BENCH MARK BASIS OF BEARINGS ffMliN.INEERS, INC CIVIL ENGINEERS, PLANNERS AND CONSTRUCTION CONSULTANTS BENCH MARK 2M-9 ELEV. 1369.62 THE CENTERLINE OF MANGO AVENUE WAS TAKEN 1M W. POMONA ROAD, SUME 104 0 CORONA CA. 91720 0 714 7,U-2130 R.R. SPIKE IN P.P. NO. 12843 E N.E. COR. MANGO AS BEARING N. 00 00' 23" E. PER TRACT 13246 AND MILLER M/B 195 77 78. A�TE�NG�. CITY D A DESCRIPTION- DA 1 0 P P TE APP. CITY OF FONTANA7 CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY# SCALU AfA NO 0 A VENZIE DESIGNED BYs SrA. 18*149.70 W-SrA. 22+7.9.7.9 DATEs A�r s rR, ac r Imm? o YEAfmv r PL A N CHECKED BYl DWG. NO. APPROVEDs - aAe CITY ENGINEER R.C.E. 0,126