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HomeMy WebLinkAbout1346-191517 N /,Gid AYEN!/�' NPROJECT SITE LOCATION MAP NO SCALE - - - , � _00_00.. LONG VIEW npikic I 19•r BENCH MARK RR SPIKE ON PP# 6743,20E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40' STREET IMPROVEMENT PLANS TRACT N0. 11a694 2a-3 FONTANA, CALIFORNIA SCALE: I"= 100' BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF LIVE OAK AVE. AS SHOWN ON TRACT NO. 12064-2 M.B. 176/78-97 RECORBS OF SAN BERNARDINO COUNTY AS N. 13 1311311E. REV. 1 DATE Rlw i' fii . 7' 7• �' 8' I Q ' /2#440 P,44- ,N,4r/Y,E $044 50' AC" PAI!/f IMENr e d.?0' �/MPROYEMENY� I .. TYPICAL. • STREET SECTION NO SCAM R/Vy _ W /5' EX/S r/NG /MP/•�01�EME/vr5 /M/O/�0 YEMENrS CON37'�'l/Cr 2 % "A1C. Dv�'. ' /f2" C©m,=AC. reo NAriYE SO/L 50' R, 6R 7///5 -rRACT ® 25' 25' L. lar 2-:5;, ,¢,5 8' /0' /0' 8' Q L. E 0p 1 a C/re OF FONrA/YA -6rANOAR,0 04674-11- /O/.) CONsr2vcr C01VC207-- C��,a A&o 0417-r4rle (6"C.� CANYON C F_47' L 4. = REMOVE Acw/Y.ff /,Gid AYEN!/�' NPROJECT SITE LOCATION MAP NO SCALE - - - , � _00_00.. LONG VIEW npikic I 19•r BENCH MARK RR SPIKE ON PP# 6743,20E AT THE INTERSECTION OF JURUPA AVENUE AND MULBERRY AVENUE ELEV. 918.40' STREET IMPROVEMENT PLANS TRACT N0. 11a694 2a-3 FONTANA, CALIFORNIA SCALE: I"= 100' BASIS OF BEARING THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF LIVE OAK AVE. AS SHOWN ON TRACT NO. 12064-2 M.B. 176/78-97 RECORBS OF SAN BERNARDINO COUNTY AS N. 13 1311311E. REV. 1 DATE Rlw i' fii . 7' 7• �' 8' I Q ' /2#440 P,44- ,N,4r/Y,E $044 50' AC" PAI!/f IMENr e d.?0' �/MPROYEMENY� I .. TYPICAL. • STREET SECTION NO SCAM R/Vy _ 35' /5' EX/S r/NG /MP/•�01�EME/vr5 /M/O/�0 YEMENrS CON37'�'l/Cr 2 % "A1C. Dv�'. ' /f2" C©m,=AC. reo NAriYE SO/L 50' R, 6R 7///5 -rRACT ® 25' 25' L. lar 2-:5;, ,¢,5 8' /0' /0' 8' L. E C/re OF FONrA/YA -6rANOAR,0 04674-11- /O/.) CONsr2vcr C01VC207-- C��,a A&o 0417-r4rle (6"C.� 4. = REMOVE 7'RANSirio1Y ro ' O 5 0.20 / 15A DER .?01 aic, 07 ��R Fo o -y _. -• _. 27 Oz2 V4 1 OT !� /o _ �� - ¢ /, 14-"' �T �._: ...••: orb • �.r � � �/ ���// L• � �•- r�RY77jfi� G�iy ,,. \� � ( oR B C.F. (SEE PL/-�N� 5/DEW/aLK /�" C04110 CT/_=0 � /MPROI/ENJFiS�TS &4rrVE sOi/_ LONG VI EW DRIVE TYPICAL STREET SEC TION NO SCALE CONSTRUCTION NOTES -AND 0l1ANTITY F'qTIMnT9:c NO. - - - - - ITEM - 0000... "QUANTITY 0001. UNIT 1 CON37'�'l/Cr 2 % "A1C. Dv�'. ' /f2" C©m,=AC. reo NAriYE SO/L ID 6, G 0.3 S.F. ® CON.5Tf2l1Cr CONCREr C E !//2,E3 A/yp 6dMEi2 (6" C.�' PE/2 (, 11',Z p. L. CirY o� FON7"AJYA .SrANDA�',O D�7"A/L /O/J. � CQh TIC UCT. CONCRE7Z C411,ea ANo oUTTEie fie nC. F Rne L. E C/re OF FONrA/YA -6rANOAR,0 04674-11- /O/.) CONsr2vcr C01VC207-- C��,a A&o 0417-r4rle (6"C.� 4. = 7'RANSirio1Y ro 5 CD/Y✓i 'UGT 5TA/Y,DAR,d C�E'OS,� GC/T'?' iE'A'/Y-D SfA//D�PE 4 _Nee �F f gle C/TY OF Fp1Vr411A S7,41V0 R40 DE'iA/,C 104. 0 COW571,eoCr.,,�f" ryrC,' CorYCRET� sifo,6WA,r-C W1407H 27 Oz2 41%0 ZO AT/ON fah.' �'LA/Y. 7 ,WJw5T VA,L v.� CoV4=-, ee %o I Ifgw e,vA,0e 8 AOXISr AIAMMO C045'2S ro 411109 9 ' CONSTi�aCT 1#04WF'e!, CC/1c,,0 rE'E"rU1'N PEfc' C/rf' C 1 p �A FON?A/YA �l.9/Y�O.9,P,0 ,D,ETA/L /04 A . "=X/.s7-11Y6 Cl/RIO c` fl sI. I V y� e,rle7/-&, c0�5ri trCr_ .A. c. 0 ��AY A�AO I Z4 NZ1f.rI.61fA'Q�✓/r?4f,0 4A W., Ce/r,4/Y0 ROt�f .EX/5T//YCy DESCRIPTION I 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 FACE OF THE CURB. 5. ALL EXPOSED CONCRETE SHALL CONFORM iIN 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 TEST 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 T'0 ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" 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 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 LOCATION STANDARD DETAIL 129. 12. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, (AS, 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 CONsFRACTOR 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. 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 REQUIRED UNDER ALL A.C. PAVEMENT 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. NO CONCRETE SHALL BE' PLACED. UNTIL THIE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. f • 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 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 x TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA 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 CTTYIS INSPECTOR. STORM DRAIN QUANTITY ITEM QUA NTI'TY UNIT �4 C'0N,5 7-R11C r .ORO/° �/PZ E' 7 W = 24'(,PM C/r"Y sro. #i2i) f? EA. 15 'RE/I'IOYE P/t'E CLOSL/2� 2 ZA 1 CoNsrR1rCr gig'' ;e. C.' � Z00v,0 CZA,55 . z� �6 z . f MCCUTCHAN CO., INFC;o 265 N. SAN GABRIEL BLVD. (818)- 7SS-5162 PASADENA, CALIFORNIA 9110 Approved -eel \GERALD E. TUTT R. C. E. 14375 Date CITY OF FONTANA , CALIFORNIA PUBLIC WORKS DEPARTMENT rqwn by SOUTHRIDGE VILLAGE Sc°li"-ioo' Designed by: TRACT N 0. 126941-2)&-3 Date G.,4. STREET IMPROVEMENT PLANS Checked by :Dwg. No. Approved :. J.T:J. ' . L.C. CITY ENGINEER _ R.C.E. 18932 (3A -Ga TT