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HomeMy WebLinkAbout1268-191517 j Z VICINITY MAP SCALE 16100, P.U.E. R/N 25 T' 18' 2.15'14. So 8' 10' NO SCALE TYPICAL REVISED RAMPED CURB RETURN 45 O C� U.S. HWY./0 SLOVER AVENUE 40 39 38 37 RIVERS/DE 35 VICINITY MAP SCALE 16100, P.U.E. R/N 25 T' 18' 2.15'14. So 8' 10' NO SCALE TYPICAL REVISED RAMPED CURB RETURN 45 Q 43' U.S. HWY./0 SLOVER AVENUE 40 39 38 37 36 35 34 y 21 4141RUPA AVENUE �APAR AL 18 17 AV lzj 5, F OCOHSTRUe.T W W cS.F � AbJUST VALVE COVERS To CrZAtt)E. EA, © Y G &Z A. Q AD.1uSl- CI_EAuour c_cwept:5 To WP, Abr- PeR CITY STAN DARE 11-- 14 2) / AVEWC PROJECT SITE VICINITY MAP SCALE 16100, P.U.E. R/N 25 T' 18' 2.15'14. So 8' 10' NO SCALE TYPICAL REVISED RAMPED CURB RETURN 45 44 43' 42 41 40 39 38 37 36 35 34 22 21 CH �APAR AL 18 17 AV NUE 5, F OCOHSTRUe.T W _ SHEET � w L Z � IIS 2 a L -Li � ; g IIS fall 3 �LL CO 25 26 27 28 29 30 31 32 33 24 23 22 21 20 19 18 17 16 �w ITEM 41 UNIT lO CONSTRUCT Z'/Z" A.C. 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STA 16+84.62 to 17}77.71 SPRI NGOAK LANE m STREET IMPROVEMENT PLANS N0. 12356 TRACT PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ..... 1. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERSy AND THOSE SHOWN ON THE RECORDS EXAMINED ARE SHOWN WITH THEIR APPROXIMATE LOCATION AND EXTENT. �. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEtERMINE THE NATURE OF EXISTYNG GROUND AND/OR THE FINISHED GRADE IN THE VICINITY OF THE PROPOSED CONSTRUCTION AREA IMMEDIATELY PRIOR. TO CONSTRUCTION. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILTIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 4. THE CONTRACTOR SHALL UNCOVER ALS UTILITIES THAT HE MAY BE JOINING, CROSSING OR PARALLELING PRIOR TO ANY CONSTRUCTION TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR. t0 CONSTRUCTIONS OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY COSTS OF RELOCATION OR ADDITIONAL COSTS OF CbNSTRUCTIbN. CONSTRUCTION, NOTES . AND, . QUANTITY 'ESTIMATES No. ITEM QUANTITY UNIT lO CONSTRUCT Z'/Z" A.C. OVER 1?-" COMPACT -EO /NATIVE 5ou- J�3,i3D S.F O CUlV 57_RUCT C U85 AICD G UTTER, PER C/TY STANDARD # /Dl - Z C f, 3�/ /3 1.. F OCONSTRUCT CUR.E5 AND <50TTER PER GITY STANDARD /d/ - 8C.F 50 4, F ® CON5-RUc r 4" rIneK CONCRETE SIDEWALK -- WIIJTH AND LOCAT►ON AS PER FLAN /3, 600 5, F OCOHSTRUe.T STANDARD AND 6PIANDREL PER 0-rrY 6T -AN 0ARb 1400 cS.F © AbJUST VALVE COVERS To CrZAtt)E. EA, © ADJUST MANHOLE, COVERS 7"O gRADE. PER CITY 15TANDARO a /69 G &Z A. ® AD.1uSl- CI_EAuour c_cwept:5 To WP, Abr- PeR CITY STAN DARE 11-- 14 2) / F_ A. OC oN5.7-R0c7- RAMPED CL,Ao RErURAI PER Ci-rY srANDARO AND DE.TAli- r1416 SHEET 4 5A. IO CON57"RUGT" (.ONC.RErr CURB AND GuTrER. PER CITY ST-ANDARb*/o/ 6 ,►C.F. Ta 6 C.F. 7-RAN517-Ion! 87 �, F 11 CvNS'r"Ruc-T aRor, wi F -r PER CITY STANDARD A-/ZI Z E4. lz CON57-RUCr /8 " R. C, P 240o -D /60 4, � / O 3 C_oR':�TRUC.T �UmC_T10N ST-r'ZUC.TcJRI; TY FV PER DET EFr P� A I �. 5 H � 4 / 4- A. BENCH MARK: RR SPIKE ON PP 674320 E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY, AVENUE. E L E'V. 918.40 A�-�l�Z r_CVc56D CU�g 4P OQT-5SpE OF k-NUC(eLe SouThlwdop 02 ►VC- F-ERNwooD AVS uc �, Q Vt5�F0 6c4f_0 QQM I 16s REV. DATE DESCRIPTION APP, 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 START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACT OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6, PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE 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 FRAMES AND COVERS SHALL BE CONSTRUCTED 611 BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 611 BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING, 11. REFER TO CIT -Y OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER,' RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 13•. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. , 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 15, CONTACTOR 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 ONWER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER.�ALL A.C. PAVEMENT. STORM DRAIN CONSTRUCTION NOTES 1. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 2. 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, 3. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATIONS OR TRENCH WORK AS DESCRIBED ON NOTE 2 ABOVE FROM CAL/OSHA. 4. IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 5. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 6. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Sca1e" 1"= 40 TRACT NO. 12356 Date : STREET IMPROVEMENT PLANS or/oalyr Dwg. No. Approved : 4 CITY ENGINEER R.C.E.18932 12(08 McCUTCHAN CO., INC. 265 N. SAN GABRIEL BLVD. (818) 795-5162 PASADENA, CALIFORNIA 91 107 Approved : 6/7$ GERALD E. TUTT R.C.E. 14375 Date Drawn by ELG Designed by: C Checked by J.1'. J. CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT SOUTHRIDGE VILLAGE Sca1e" 1"= 40 TRACT NO. 12356 Date : STREET IMPROVEMENT PLANS or/oalyr Dwg. No. Approved : 4 CITY ENGINEER R.C.E.18932 12(08