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HomeMy WebLinkAbout3381-1INDEX OF SHEETS 1 TITLE, LOCTION MAP, DETAILS 2 CITRUS AVENUE, PLAN AND PROFILE 3 CITRUS AVENUE, STRIPING AND SIGNING PLAN FONTANA CITRUS AVENUE STA 107+98 4� - k9� CARTER AV P► (-rU i ljn 8l' CTI I= S 1-jII INDEX MAP NO SCALE t DH VKryryfflKAT QE I'A" SEE STa Pk -Ah FOR LfistllENAX3. TICR W il. 14i al u j Rjw t kr Ai i mw wAy i reArir ut ,. Al *-- FOR 0ErA L9 VATHII CURB PKr.3FII l�itt� a ;stt I U RLaN FUR 1;{�Kei Kk1 JI911 J�ia4r3R i4IlY. E.1 AT BCR E,,i I -TOOL 4,k W 119 u4 L%cFl NMPPLANC-it I'll 53T SPACING1FCAL1 s T001. R►i IU -S 114 INGH L * v S IA -- t dr P.04 SIDMAiX G!. V6— EXPf►' 014IWO szwwlaw ru FOOT SP.um.` rY�li Ll it ECHOU A Jti•. FOR FAM1 W�kY (PI AM ,�l4EtitAt3C raj tz1I�7LN$KldAB p -wETYPit.,.A,LSTREET s unit 4d"atoPI AM. LA Im ,t Ff$;j APpMVEID Ia)ftMY OF FONTACIA crfrr "WINEEbt OATH SIDEW. ALKS immi r:4lvmooLE OR lWiW- SMITH ML L'ft1A1PIN IST: - ' b! ° tE 'L REVISION isFLIMBEIH: STD. PLAN ho.1015 $MTI i�F2 CITY OF FONTANA STD 1015 SIDEWALK NO SCALE The contractor shall possess the Class Cor Classes) of License as specified in the ' Notice to Contractors 'on page 1 of the Special Provisions. �T S T I NG � SOUTH HIGALAND I I'I { . 1t CITRUS AVENUE OC I BR NO 54-0672 I I >. _ }I1 co Iy}y} s tj !� I SII 1l STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PCONSTRUCTION 101 STATE HIGHWAY IN SAN BERNARDINO COUNTY, IN FONTANA ON CITRUS AVENUE FROM 0, C. BR. N0. 54-0672 TO STAJ07+98 Per Cat -trans Standard Ptans dated 1999 SIDE;��!EtK CIiP15TRVCTiOM iiE7r�5 1, Au- =EWALKS 45RALL Be COMITRU=0 A3:5F =GIFTED IN THC 3TA14DARO UNLESS 0T16WAIS6 NOTED - t. ALL SUCCRAMq IMLL 61 Ct NSMU D TO 3f tAD;i AND CROSS 11E+CTIOM Poaerry sTA11um PLANS r-om app, It_Am FsTRfcETmErmriN. T(I F.i ANCES FCRMDELVALK3 &ND IrLREO AHD 6LIiTEl13 SHALL SePEfiTHE GREEN INOCK t. 2URC MM S1%IAl RE SCAPIFED AND 1 OUP4,CTED TOA itl{NIMUM QEPTWOF 12 INCHE& So.% £oMil-Ac-rIoN 15 mLluiuLD fslEtlWD 11iE CVRH Amu lvI fARMAY OAM- AFTER COMPA4TION. THE SVOGRAVE 3, IALL BE FREE OP Ulk ft1L'7►RLO 14L%TEWAELS- A. All CENCRETEStlIMI.LBE 501 C-26E13UIIY DESS UTHEITM519 8FECINEiL C3fK=Y=—MW-L5E4F THE aFECIFIED SLUMP AND A "I.NillC REQUIRED LkA7I0VCFN6N7 RAT0. b. THE +X.K RAt:iTiR;RHALLViBRA7l ALL COMMETE ADEQUATELY TOINWRE CPI SUDATION FREE OF VOIDS. 7. ALL 011DEWA.LKII. CUM6 AND CUBO AM 4LITT PS SHALL HAV IN WGAKONEO PLANE, rNN SPACED AT It FOOT I1lA)IIIMJM F111111 IAiLS. EXPANSKINJOINTS SHALL 1$E PL I) Al 450 FOOT EIT!WfALO jTIL0114 12 INCH EXPAM310" JOINT EIATEMAL. F, A KORhNAiL 1EXPANSION JOINT MXf M OIiMrElll IF R FAL-5 WITHIN 10 FIE' OF AN ADDIFIGIIAL EAPAMfWA JOIW- 5. '?W AKMW FLA Rrm JOK 8 $ HALL 01 1;4 Of THC 0CPTH 4r Ti IC GGNGAM wN NOT UHIS' M 1 WC14- CtLtPui%AND ONMH T4ALL RAvmvEi'1s.kKmkEG P'LAAE JOIN Is (F J INCH iommum C#J ym. ick rRANsrr umi { ummEm 108u31ERY TICKETS OHAIL BE PRGMIDEC TO THE ;NVFECM PPIORTO PLACNOr CYTO IN&uRA MT TAR CONCO&W '1iEET$ SPECIFICAMON3. 1-t. ALL stIRFACIS SHALL 511 TFUE APiD 3T9AKM0AJNd OF LIN'IFORN 1r! OTH, Nr=E OF NI,INPG, iSA O&IA_ARITI5,3 AND IMPIMF6C714NS. UNIFORM SURFACUS AHAI I NOT VARV MORK THAV I110 FOOT VJHEM 19FA SUW0 WFFH A '0 FOOT $TR HT EDOL 12 ALL SURFACES SHAW. i li-VII A 3P -00U FNM. I I JPON COMPLETiON rW nNIRWINA 0PFJ ATION1S ALL SURFACES SHALL BE 14 00MCMTE M7AjR* !HALL BE MADE BY $A W CL'TT1140 ANO IRE>atOw6r. TAE EHTjRF.lU1i[f WrAFENWEAKENFO PLANIF tl'MTA 15� SIUIEWAIIpigtpyB�ikTI41N�ii]I��/yt�tN1 AYS SiiA L 151 C�fJi;fSTRJJGTEB PER C :I- 5TAIN DJIRD PLAN4P q.1;ftul WWRO Eo EM 1fY 0 FONTAM>4 I±ITr ISNOINEEN HATE kle_ t s EitEYl uff W. VizisoLg ail# IfAL1{$ t trsF. °l31N1 '� 41i wm 6Y: FR;`AVI[ G111Ti1 3y. C1'1: 0: L,*�' RC-VI.51014 HUM11EI14: 8-M. PUW Nt1.1615 jr.HT20F2 CITY OF FONTANA STD 1015 SIDEWALK NO SCALE CITY CALTRANS R/W 3.631 R/W 3.658 VA'! f , 8 -x2' 2% yy 17.400 105mm PCC EXIST. AC PROP. PAVEMENT CONC. C & G A2-200 TY CALTRANS RI /.W 3.631 R11W 17.400 105mm PCC LFA EXIST. AC PROP. PAVEMENT CONC. C & G A2-200 CALTRTY ANS / RI/ W CL 17.400 3.021 16.763 3.658 1.8?9 .82 -T B A__ EXIST. AC 105mm PCC PAVEMENT VARIES PROP. CONC. C & G CITRUS AVENUE rA 165 mm AC TYPE A A2-200 107+08-107+68 135 mm CL 2 AB NO SCALE ® 35 mm (MIN) AC OVERLAY CL E 1 ' B EXIST. AC PAVEMENT 17.400 2% VARIES CALTRANS R/W 3.99 L-105mm PCC PROP. CONC. C & G CITRUS AVENUEA2-200 QA 165 mm AC TYPE A 106+50-106+72 135 mm CL 2 AB NO SCALE © 35 mm (MIN) AC OVERLAY ALL DISTANCE ARE IN METERS UNLESS NOTED OTHERWISE COORDINATES AND BEARING ARE ON CCS83 ZONE V. DISTANCES AND STATIONING ARE GRID DISTANCES. MULTIPLY BY 1.00009175 TO OBTAIN GROUND DISTANCES. GRID WAS ESTABLISED FROM N.G.S. TRIANGULATION STATIONS- DAYON (CADT) THIRTY (CADT) TRI -CITY (CGS) SUPPLEMENTARY INFORMATION MAY BE OBTAINED FROM THE DISTRICT OFFICE, SURVEY BRANCH OR RIGHT OF WAY ENGINEERING BRANCH CONSTRUCTION NOTES QUANTITIES 01 CONSTRUCT 165MM AC PAVEMENT (MIN) OVER 135MM OF CLASS II AGGREGATE BASE 716 SQ M Q2 CONSTRUCT 35MM (MIN.) VARIABLE THICKNESS AC OVERLAY 3,637 SQ bi Q3 CONSTRUCT A2-200 CURB & GUTTER TYPE A (W=450MM) PER CALTRANS STD. PLAN A87. 205 M ® .I 2 EA U5 CONSTRUCT 105MM PCC SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1015, W=PER PLAN. 435 SQ FONTANA CITRUS AVENUE STA 107+98 4� - k9� CARTER AV P► (-rU i ljn 8l' CTI I= S 1-jII INDEX MAP NO SCALE t DH VKryryfflKAT QE I'A" SEE STa Pk -Ah FOR LfistllENAX3. TICR W il. 14i al u j Rjw t kr Ai i mw wAy i reArir ut ,. Al *-- FOR 0ErA L9 VATHII CURB PKr.3FII l�itt� a ;stt I U RLaN FUR 1;{�Kei Kk1 JI911 J�ia4r3R i4IlY. E.1 AT BCR E,,i I -TOOL 4,k W 119 u4 L%cFl NMPPLANC-it I'll 53T SPACING1FCAL1 s T001. R►i IU -S 114 INGH L * v S IA -- t dr P.04 SIDMAiX G!. V6— EXPf►' 014IWO szwwlaw ru FOOT SP.um.` rY�li Ll it ECHOU A Jti•. FOR FAM1 W�kY (PI AM ,�l4EtitAt3C raj tz1I�7LN$KldAB p -wETYPit.,.A,LSTREET s unit 4d"atoPI AM. LA Im ,t Ff$;j APpMVEID Ia)ftMY OF FONTACIA crfrr "WINEEbt OATH SIDEW. ALKS immi r:4lvmooLE OR lWiW- SMITH ML L'ft1A1PIN IST: - ' b! ° tE 'L REVISION isFLIMBEIH: STD. PLAN ho.1015 $MTI i�F2 CITY OF FONTANA STD 1015 SIDEWALK NO SCALE The contractor shall possess the Class Cor Classes) of License as specified in the ' Notice to Contractors 'on page 1 of the Special Provisions. �T S T I NG � SOUTH HIGALAND I I'I { . 1t CITRUS AVENUE OC I BR NO 54-0672 I I >. _ }I1 co Iy}y} s tj !� I SII 1l STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PCONSTRUCTION 101 STATE HIGHWAY IN SAN BERNARDINO COUNTY, IN FONTANA ON CITRUS AVENUE FROM 0, C. BR. N0. 54-0672 TO STAJ07+98 Per Cat -trans Standard Ptans dated 1999 SIDE;��!EtK CIiP15TRVCTiOM iiE7r�5 1, Au- =EWALKS 45RALL Be COMITRU=0 A3:5F =GIFTED IN THC 3TA14DARO UNLESS 0T16WAIS6 NOTED - t. ALL SUCCRAMq IMLL 61 Ct NSMU D TO 3f tAD;i AND CROSS 11E+CTIOM Poaerry sTA11um PLANS r-om app, It_Am FsTRfcETmErmriN. T(I F.i ANCES FCRMDELVALK3 &ND IrLREO AHD 6LIiTEl13 SHALL SePEfiTHE GREEN INOCK t. 2URC MM S1%IAl RE SCAPIFED AND 1 OUP4,CTED TOA itl{NIMUM QEPTWOF 12 INCHE& So.% £oMil-Ac-rIoN 15 mLluiuLD fslEtlWD 11iE CVRH Amu lvI fARMAY OAM- AFTER COMPA4TION. THE SVOGRAVE 3, IALL BE FREE OP Ulk ft1L'7►RLO 14L%TEWAELS- A. All CENCRETEStlIMI.LBE 501 C-26E13UIIY DESS UTHEITM519 8FECINEiL C3fK=Y=—MW-L5E4F THE aFECIFIED SLUMP AND A "I.NillC REQUIRED LkA7I0VCFN6N7 RAT0. b. THE +X.K RAt:iTiR;RHALLViBRA7l ALL COMMETE ADEQUATELY TOINWRE CPI SUDATION FREE OF VOIDS. 7. ALL 011DEWA.LKII. CUM6 AND CUBO AM 4LITT PS SHALL HAV IN WGAKONEO PLANE, rNN SPACED AT It FOOT I1lA)IIIMJM F111111 IAiLS. EXPANSKINJOINTS SHALL 1$E PL I) Al 450 FOOT EIT!WfALO jTIL0114 12 INCH EXPAM310" JOINT EIATEMAL. F, A KORhNAiL 1EXPANSION JOINT MXf M OIiMrElll IF R FAL-5 WITHIN 10 FIE' OF AN ADDIFIGIIAL EAPAMfWA JOIW- 5. '?W AKMW FLA Rrm JOK 8 $ HALL 01 1;4 Of THC 0CPTH 4r Ti IC GGNGAM wN NOT UHIS' M 1 WC14- CtLtPui%AND ONMH T4ALL RAvmvEi'1s.kKmkEG P'LAAE JOIN Is (F J INCH iommum C#J ym. ick rRANsrr umi { ummEm 108u31ERY TICKETS OHAIL BE PRGMIDEC TO THE ;NVFECM PPIORTO PLACNOr CYTO IN&uRA MT TAR CONCO&W '1iEET$ SPECIFICAMON3. 1-t. ALL stIRFACIS SHALL 511 TFUE APiD 3T9AKM0AJNd OF LIN'IFORN 1r! OTH, Nr=E OF NI,INPG, iSA O&IA_ARITI5,3 AND IMPIMF6C714NS. UNIFORM SURFACUS AHAI I NOT VARV MORK THAV I110 FOOT VJHEM 19FA SUW0 WFFH A '0 FOOT $TR HT EDOL 12 ALL SURFACES SHAW. i li-VII A 3P -00U FNM. I I JPON COMPLETiON rW nNIRWINA 0PFJ ATION1S ALL SURFACES SHALL BE 14 00MCMTE M7AjR* !HALL BE MADE BY $A W CL'TT1140 ANO IRE>atOw6r. TAE EHTjRF.lU1i[f WrAFENWEAKENFO PLANIF tl'MTA 15� SIUIEWAIIpigtpyB�ikTI41N�ii]I��/yt�tN1 AYS SiiA L 151 C�fJi;fSTRJJGTEB PER C :I- 5TAIN DJIRD PLAN4P q.1;ftul WWRO Eo EM 1fY 0 FONTAM>4 I±ITr ISNOINEEN HATE kle_ t s EitEYl uff W. VizisoLg ail# IfAL1{$ t trsF. °l31N1 '� 41i wm 6Y: FR;`AVI[ G111Ti1 3y. C1'1: 0: L,*�' RC-VI.51014 HUM11EI14: 8-M. PUW Nt1.1615 jr.HT20F2 CITY OF FONTANA STD 1015 SIDEWALK NO SCALE CITY CALTRANS R/W 3.631 R/W 3.658 VA'! f , 8 -x2' 2% yy 17.400 105mm PCC EXIST. AC PROP. PAVEMENT CONC. C & G A2-200 TY CALTRANS RI /.W 3.631 R11W 17.400 105mm PCC LFA EXIST. AC PROP. PAVEMENT CONC. C & G A2-200 CALTRTY ANS / RI/ W CL 17.400 3.021 16.763 3.658 1.8?9 .82 -T B A__ EXIST. AC 105mm PCC PAVEMENT VARIES PROP. CONC. C & G CITRUS AVENUE rA 165 mm AC TYPE A A2-200 107+08-107+68 135 mm CL 2 AB NO SCALE ® 35 mm (MIN) AC OVERLAY CL E 1 ' B EXIST. AC PAVEMENT 17.400 2% VARIES CALTRANS R/W 3.99 L-105mm PCC PROP. CONC. C & G CITRUS AVENUEA2-200 QA 165 mm AC TYPE A 106+50-106+72 135 mm CL 2 AB NO SCALE © 35 mm (MIN) AC OVERLAY ALL DISTANCE ARE IN METERS UNLESS NOTED OTHERWISE COORDINATES AND BEARING ARE ON CCS83 ZONE V. DISTANCES AND STATIONING ARE GRID DISTANCES. MULTIPLY BY 1.00009175 TO OBTAIN GROUND DISTANCES. GRID WAS ESTABLISED FROM N.G.S. TRIANGULATION STATIONS- DAYON (CADT) THIRTY (CADT) TRI -CITY (CGS) SUPPLEMENTARY INFORMATION MAY BE OBTAINED FROM THE DISTRICT OFFICE, SURVEY BRANCH OR RIGHT OF WAY ENGINEERING BRANCH CONSTRUCTION NOTES QUANTITIES 01 CONSTRUCT 165MM AC PAVEMENT (MIN) OVER 135MM OF CLASS II AGGREGATE BASE 716 SQ M Q2 CONSTRUCT 35MM (MIN.) VARIABLE THICKNESS AC OVERLAY 3,637 SQ M Q3 CONSTRUCT A2-200 CURB & GUTTER TYPE A (W=450MM) PER CALTRANS STD. PLAN A87. 205 M ® CONSTRUCT CURB PAMP CASE E PER CALTRANS STD. PLAN A88A. 2 EA U5 CONSTRUCT 105MM PCC SIDEWALK PER CITY OF FONTANA STD. DWG. NO. 1015, W=PER PLAN. 435 SQ M © ADJUST MANHOLE RIM TO GRADE 1 EA Q7 ADJUST VALVE TO GRADE 2 EA ® GRIND AC PAVEMENT AS REQUIRED 137 SQ M Q9 RELOCATE EXIST. SIGN 2 EA SAWCUT & REMOVE EXISTING AC PAVEMENT 171 SQ M 11 RELOCATE BY OTHERS AS INDICATED LS RELOCATE SIGN PER TRAFFIC SIGNAL PLAN 2 EA ADJUST TO GRADE BY OTHERS AS INDICATED LS (,&a3 AA ON THOM S SKEERS R.C.E. 62183 EXP. 9-30-05 L�� '�f/031 DATE APPROVED RICARDO SAiVDOVAL, C/TY EIVGIA1C-EQ• R. C. E. 51152