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HomeMy WebLinkAbout4431-4F_ C137RRI::71 - 5ItA1■-..•- >vi REIboONrrMNT Te 1= 2. REINFORCING STEEL BAR SIZES. SPACING, PATTERN AND COVER OVER ti THE STEEL SHALL 13E AS FOLLOWS: RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. OP T13M4L Cawe7, , N sr.u. Cl SAR-- f 4AA5 a• OH �• 1 G•11CNAL r 1 0 @AR Tt 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: a, LL LCMITJDfhd'_ SHALL. DIE *I rtri ECEP* (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL 69T70M',uCE OF rDP OF WALL. BASE OF WALL Ccs TAP SLAN wNEw cis-w.,84-10,w-w.,84-10,wB CnG1aUD NAL, Is r"'' aKs I AFOvaIgCWmT 1 a+Rs - au ; - i ,TYPICAL SINGLE RC BOX SECTION c, a C EAF >C)Gs BAR at IbAR ICONS;, JO 19 T- Svm AaByT IL -.---4 r-04 A IMI-•` 4 i t 914 ryl e, B 4R ZL"Mimollik VMS E9•J114�,+r SPfGED SFR ew 3AR ■4 M Ia LOWU 7112. NAL BAAS BAR 1 6 4R �w TRAI"VERSE 40I�NT CONSTRUCTION JOINT DETAI L 4 BAR C, /SR IDNAL ' [411 EsEP 57. JOINT kONG TLDPIAL P OSJG4EN90 CONST_ JOINT 4' 7C 12' w T= ry n S. -H 11 AR I I TYPI-CAL OOUEsI E.PC BOX SECTION LOS Ah;`ELES COUNl Y DEPARTME!4T OF PL.RLIC WORKS, REINFORCED CONCRETE BOX CULVERT STANDARDr_,:R [:APPROVEIC .3053-0 i1RErT7Rr-L•e114yalo'C6 A=Y I f - SwEe-T I OF 2'- BENCHMARK ID: 255 DATE: 9-67 ELEVATION: 1358.31 DESCRIPTION: ALDER & MILLER - PK NAIL WEST END SWCR EL.EVA110N. 1,358.31 PROPERTY OWNER: HAIK KESHISHIAN 1539 N. HARVARD BLVD LOS ANGELES, CA., 90027 PHONE: 818-621-9373 A.P.N.:0243-322-01 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONSTRUCTION STANDARD PLANS SINGLE BOX SIZE OP SLAB TH I CKIVE5 2. -L T�'ItKNESS, eUrTi}M SLAB TH ICKNEs: B BAR NIG. B SPAt-rig BARS, I`E:iGTH. R e, 5AR NO. 6; SPACING ARS LENGG N. H '$AR NO. III SPACmr, IC BARS HCR, LENOTH. H VERT. LENGTH, Y n. BAR NO, B $P>ACIN6 0ARS HOR- LENGTH, H VERT. L -ENG H_ V C .3 ALR N40. $ SPACI LG SARIS HOR. - NGTH, H vEi4T. iE�IGTK V C 3z.R NO. B SPAwING 915 o HOR. LE.YGTi4. H VERT. LENGTH, w QBA14 VQ. B SPACING 3ARS• LENGTH, H F 8 A.R N0, $$ s?- AC- G BARS LEN 6TH. H F, BAR ND. Inc SPAC:NC BARS LENGTH. H G BAR N0, 5 SPACl BARS LENGTH, H H :30 NO- 1E SPACING .BAK SI LENGTH, I- NUAfB€R I TO' p gLpE pL 0 " NUMBER IN BO OM S- A ARs NUMBER IN WALLS •� TOTAL NUMBER [CONCRETE: CU. YGS. PE LLIM.. S_IEKS: LSS. bER L)N. FT -O'H 3' -O'W x 2'- O'H I DEPTH OF COYER IN FEET N37- ijAr BIJ2-!1fT dT;z ' '• 7' Y 7' �' T' 7- 7' TRAI13VERBER IW Rt€trEMT KMS' 1 ■4440. *44". •4011• ■7113' #1ow. 04M* •S0151 ■6661 .501;' 4'-I 14 14--1 I 4. 1 Yr VA - 4'•I 4•M Irta4'•i It, 4--I �r �� ��: 4•+i Il; 2'111R' --- `-- -- --" -^- --- - •4iM0' • Ola• ►OM1- ■4011+ •404' 14410• P*04' 44 we- •4111• 0444- Z-1 :rr 1-t Irlh 2• 5 am ¢•-! trr r -s 1+7' 21 -r, 11r rq 1& a -s im t-5 vi• r-5 IJP c .x ur irk Vr•a -0 v Q'-1 &pr;* -.Y V2• 3 f I/=' I r'M W ril ,it I r -f 1+2' 1'14 Irg M010• NMA• MiMI' • •nMl- •40!• MMD' ■�Oa4• • W #b• ■S�' ■a�0' r•4• ,r-�►r2• z -s ars• �•-a ur .S Ire' r -e If!<' r� Irr,l'� Li• 2•N• ti FR' 2'-01 2'-41- t e' ;__q• ! -0• 2�-G' : >G±4• 2 �' 2 =0. 2,.0. Mat•, •Old' .aa8•,•4p2• ■41►i• •40[0• •4d�0' •yaf• .4as* •a Mb.. 1' -le 1r1' I'iG vt 1'-10 u>r V-fo V70'~6 irr •1G lIr •-14 1r2 �a Il!' •I6 U •M Ir ■4#5' •41�r!• i ■ S dN" •�0ai' '4144' 405*. ■wd11 ■401 T• i •4 44• ■9011• �'•I Ir!'rr-I IR` 4•-11/r V-1 Irr T-11lf ••d I& ti0 VAT 4'•1 Vr .'-11R'-4^-1 Vt t#--- -- --_ -.. � •'3144• -- •APT �� •40HT •• ; •49k' •401x• .444• •4019': •411.0• . .;ar •+011• .410• --- --- .+Op- -51hr 400' e.i-. LOW;I TU 'DINAL REINFORCEMENT e e ! B r 7 411 a e a a 4 7 e w to • e s 4 • 4 4 4 4 1 4 e! 19 !01 20 1 20 21 ZI 20 Z9 20 af4 0.4 ,2o4o41.20 1 o.;y asst a.arJ 23.5 34.4 !S4_9 1 54.4. 41-9 35.0 1'j3.4 39.4 42.41 47.6 LOS ANGELES CO'.JNTY DEPARTMENT OF PUBLIC WORKS REINFORCED CONCRETE 5TANaARD PL.AN BOX CULVERT 3053-0 SHEET 3 OF 2: NOTE R r. DIMENS I OMS FROM FACE OF C4 MGR ETE TO STEEL ARE TD ANTER OF BAR, AND SHALL BE 2' UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SRALL BE MEASURED, HORIZONTA'-LY OR VERTICALLY ON THE PROFILE. Aldo PARALLEL TO OR AT RIGHT' ANGLES (OR RADIALLY$ TO CENTERLINE OF CONDUCT DN THE PLAN EXCEPT AS OTHERWISE sl-101MH- 3. NO SPLICES IN TRANSVERSE STEEL REINPORCEMENT WILL BE PER- MiTTED OTHER THAN SHOWN ON T)1E DRAWING WITHOUT APPROVAL OF THE EMINEER, 4. THE TRAN5YERSE REINronGING STEEL $HALL TERMINATE A Ill' FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON'TFIE STRUCTURAL OETAIL,& 5. D BARS MAY SE SPLICED 20 DIAMETERS AT THE LOWER CORSTAUC-- TION JOINT, 6. 1N ALL SECTIONS LAP C AND G; BARS. THE vEiRTICAL LENGTH OF THE C ANG C2 BARS HAS BEEN CALCULATED FOR A 4' STARTER WALL. IF THE HEIGHT OF THE STARTER WAIL IS VARIED. 7ME VERTICAL BAR LENGTHS ARE TO BE VA.Rreo $D AS TO MAINTAIN A 30 DIAMAE rFR LAP BETWEEN THE TWO BARS. LENGTH OF THE C ARID Cit BARS SMALL BE VAR IEI:D CO RIRESPOND41�1I;.LY tHE LAPS SHALL BE RASED ON THE: SMALLER BAR. THIS ALSO APPLIES TO CI ARID Cs BARS IF VERTICAL LENGTH OF C1= C. THE G SAR SHALL _AP 30 01AUETERS WITH THE CA BAR - 7. ALI_ L0lJGr7UOrNAL BAIRS SHAI-L $E N0. 4 BARS. SPACING SHALL BE IE!• UNLESS OTHEpwrSE SHOWN. GARS IN TOP LAND BOTTOM SI -ABS SHALL BE SPACED SYMMETRICALLY ABOUT 714E CENTERLINE. BARS IN WALLS SHALL IBE SPACEI} SYMMETRICALLLY ABOUT IJIID-HEPGHT OF THE WALL$ - 8. CONCRETE OUANrITIES AnE BASED ON A S' it 6' FILLET AND THE STEEL OVANTITtES DO NOT INCLUDE ANY OPTIONAL SPLICE. S. INVERT THICKNESS IS CALCULATED =OR BAR COVERS SHOWA. IT - MUST BE INCREASED FOR HIGH VELOCITIES. SALT WATER. IRDUS- TRiAJL WASTES, ABRASIVE BED LOAD- OR HARMFUL GROUNDWATER rUSUALLY It20 FOR EACH: CONDITION?. TR A R; STRUCTURAL R 8 L DE3 I GN ALAN U AL DA EQ AP1xi1_ 198P LIVE AD A4 0 WAB TR s S HS 20-44 UMLZSS OTHERWISE NOTLp VC= 44000 PSI AT 28 DAYS DEAD LOAD ie z 1800 PSI EARTH LOAD PER MARSTON'S FORMULA; w■IIC PCF 1s ■14.000 PSI Ku'Ku4s0J50 n ■ S&OUTSIDE WJOTH OF BOK PLUS 3 FEET SHEAR AND BOND STRESSES SIDE EARTH 37 PSF PER FOOT OF DEPTH PER A.C.I. 318-65 INTJ;ItNAL WATER PREsslJRt! 52.4 PSF PER WE.IGHT OF CONCRETE' 150 P1;F OF DEPTH LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS REINFORCED CONCRETE gTANO1kR0 PLAN BOX CULVERT 13053-0 zj&y GEORGE "z g1HVONEN r 20 2Q211 44LI FORN�P SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO i I YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE REv_G iZ LVlN� _S PLANS TO BRING THEM INTO CONFORMANCE WITH 7kpREVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. eXF'� LY>'s 093011 S IRvor` 6K C0 3iIo-GID- ou4& L.o S A�-��clta Gam) t �o✓ h� a cj 00 �o� QRpFE3szo 4.�c, PSL M C,9� < �2 c No. C69511 * EXP. 6/30/08 sT C IV 9TF F CALIF��� APPROVED BY: ISRAEL AfAURICIO GAL ITIS ENGINEERING - LAND DEVELOPMENT 3462 BUCKINGHAM RD. CHINO HILLS, CA (909) 614 1525 FAX (909) 614 1525 �L�� 03-'Z-08 No. 69511 6/30/08 CIVIL ENGINEER LIC. EXP. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: SCALE: GL 7711 LAUREL AVENUE AS SHOWN DESIGNED BY: DATE: MG [;ER AVE FRO EL AVE TO +/-170 EAS 9/21/07 CHECKED 8 PROVEY: Z DRAWING NO.: (� DA ' MG CI ENGINEER R.C.E. 51152 DWG 4431 4 . NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 6, -SHALL NOT EXCEED 5. 45', 2. REINFORCING STEEL BAR SIZES. SPACING, PATTERN AND COVER OVER THE STEEL SHALL 13E AS FOLLOWS: RCB TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. ARCH TO RCP - THAT OF ARCH SECTION. . ARCH TO ARCH - THAT OF ARCH SECTION >HAVING THE THICKER WALLS. THE BAR LENGTHS SHALL VARY UNIFORMLY -THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS: RCB TO RCP AND ARCH TO RCP`- THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100 mrn (4") GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCB SECTION TO THAT OF THE RCP WALL PLUS 100 mm (4"). RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEENTHE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL E3E 130 mm (5") FOR PIPE SIZE OF 2400 mm �96-) OR LESS, AND 200 mm (8") FOR PIPE SIZES OVER 2400 mm (96 ) 6. fc g 28 MPa (4000 PSI) AT 28 DAYS AND THE L CONCRETE SHALL BE THE SAME MIX AS THEL ADJACENT RCE3_ 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 400 (60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL. TERMINATE 40 mm (1 1,/2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. - 8. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RC6 OR ARCH SECTION ' MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION_ SEE SECTION B-6. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PLANS. NOTE R r. DIMENS I OMS FROM FACE OF C4 MGR ETE TO STEEL ARE TD ANTER OF BAR, AND SHALL BE 2' UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SRALL BE MEASURED, HORIZONTA'-LY OR VERTICALLY ON THE PROFILE. Aldo PARALLEL TO OR AT RIGHT' ANGLES (OR RADIALLY$ TO CENTERLINE OF CONDUCT DN THE PLAN EXCEPT AS OTHERWISE sl-101MH- 3. NO SPLICES IN TRANSVERSE STEEL REINPORCEMENT WILL BE PER- MiTTED OTHER THAN SHOWN ON T)1E DRAWING WITHOUT APPROVAL OF THE EMINEER, 4. THE TRAN5YERSE REINronGING STEEL $HALL TERMINATE A Ill' FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON'TFIE STRUCTURAL OETAIL,& 5. D BARS MAY SE SPLICED 20 DIAMETERS AT THE LOWER CORSTAUC-- TION JOINT, 6. 1N ALL SECTIONS LAP C AND G; BARS. THE vEiRTICAL LENGTH OF THE C ANG C2 BARS HAS BEEN CALCULATED FOR A 4' STARTER WALL. IF THE HEIGHT OF THE STARTER WAIL IS VARIED. 7ME VERTICAL BAR LENGTHS ARE TO BE VA.Rreo $D AS TO MAINTAIN A 30 DIAMAE rFR LAP BETWEEN THE TWO BARS. LENGTH OF THE C ARID Cit BARS SMALL BE VAR IEI:D CO RIRESPOND41�1I;.LY tHE LAPS SHALL BE RASED ON THE: SMALLER BAR. THIS ALSO APPLIES TO CI ARID Cs BARS IF VERTICAL LENGTH OF C1= C. THE G SAR SHALL _AP 30 01AUETERS WITH THE CA BAR - 7. ALI_ L0lJGr7UOrNAL BAIRS SHAI-L $E N0. 4 BARS. SPACING SHALL BE IE!• UNLESS OTHEpwrSE SHOWN. GARS IN TOP LAND BOTTOM SI -ABS SHALL BE SPACED SYMMETRICALLY ABOUT 714E CENTERLINE. BARS IN WALLS SHALL IBE SPACEI} SYMMETRICALLLY ABOUT IJIID-HEPGHT OF THE WALL$ - 8. CONCRETE OUANrITIES AnE BASED ON A S' it 6' FILLET AND THE STEEL OVANTITtES DO NOT INCLUDE ANY OPTIONAL SPLICE. S. INVERT THICKNESS IS CALCULATED =OR BAR COVERS SHOWA. IT - MUST BE INCREASED FOR HIGH VELOCITIES. SALT WATER. IRDUS- TRiAJL WASTES, ABRASIVE BED LOAD- OR HARMFUL GROUNDWATER rUSUALLY It20 FOR EACH: CONDITION?. TR A R; STRUCTURAL R 8 L DE3 I GN ALAN U AL DA EQ AP1xi1_ 198P LIVE AD A4 0 WAB TR s S HS 20-44 UMLZSS OTHERWISE NOTLp VC= 44000 PSI AT 28 DAYS DEAD LOAD ie z 1800 PSI EARTH LOAD PER MARSTON'S FORMULA; w■IIC PCF 1s ■14.000 PSI Ku'Ku4s0J50 n ■ S&OUTSIDE WJOTH OF BOK PLUS 3 FEET SHEAR AND BOND STRESSES SIDE EARTH 37 PSF PER FOOT OF DEPTH PER A.C.I. 318-65 INTJ;ItNAL WATER PREsslJRt! 52.4 PSF PER WE.IGHT OF CONCRETE' 150 P1;F OF DEPTH LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS REINFORCED CONCRETE gTANO1kR0 PLAN BOX CULVERT 13053-0 zj&y GEORGE "z g1HVONEN r 20 2Q211 44LI FORN�P SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO i I YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE REv_G iZ LVlN� _S PLANS TO BRING THEM INTO CONFORMANCE WITH 7kpREVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. eXF'� LY>'s 093011 S IRvor` 6K C0 3iIo-GID- ou4& L.o S A�-��clta Gam) t �o✓ h� a cj 00 �o� QRpFE3szo 4.�c, PSL M C,9� < �2 c No. C69511 * EXP. 6/30/08 sT C IV 9TF F CALIF��� APPROVED BY: ISRAEL AfAURICIO GAL ITIS ENGINEERING - LAND DEVELOPMENT 3462 BUCKINGHAM RD. CHINO HILLS, CA (909) 614 1525 FAX (909) 614 1525 �L�� 03-'Z-08 No. 69511 6/30/08 CIVIL ENGINEER LIC. EXP. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: SCALE: GL 7711 LAUREL AVENUE AS SHOWN DESIGNED BY: DATE: MG [;ER AVE FRO EL AVE TO +/-170 EAS 9/21/07 CHECKED 8 PROVEY: Z DRAWING NO.: (� DA ' MG CI ENGINEER R.C.E. 51152 DWG 4431 4 .