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Home My WebLink About3842-804 (0 TYPICAL R. C. BOX SECTION - N. T. S. SHOP DRAWINGS REQUIRED FOR STARTER WALL GREATER THAN 4 to 2 C-4 T2 TOP OF WALL BASE OF WALL CONSTRUCTION JOINT DETAILS N. T. S. 45 2's Diameters LSEE DETAIL "B21 TRANSVERSE CONSTRUCTION JOINT DETAILS N. T. S. DESIGN DATA LIVE LOAD HS20- 44 UNLESS OTHERWISE NOTED DEAD LOAD EARTH LOAD PER MARSTON'S FORMULA: w=125 p.c.f. Ku=Ku'=0.150 Bd=OUTSIDE WIDTH OF BOX PLUS 3 FEET SIDE EARTH 37 p.s.f. PER FOOT OF DEPTH WEIGHT OF CONCRETE: 150 p.c.f. ALLOWABLE STRESSES fc: , =4000 P.-s.i. AT 28 DAYS (SPECIAL INSPECTION REQUIRED PER 2003 GREEN BOOK) fc=1800 P.S.i. fs=24000 p.s.i., fy=60,000 psi n=8.0 SHEAR AND BOND STRESSES PER A.C.I. 318-95 n L___ __ -uul a 1 -bursvi Spacing in Table DETAIL )'*A$$ 11 *1111440 1 " Min. 2" Max. DETAIL )'Bps N. T. S. RImm law& aCUR"'D DRAMAIIIMU THESFE IRC-Cf-Y-liD Ew PART, ON'THE DAAS4 0f FURNISHED SY OTHrt,98. TXC- ENGIt&Ft_j Wt't..L NOT LIFE RESM'14SIBLE FOR ANY EAROAS On OMIWIONS WMCH HAVE BEEN fNCORPOPIATED INTO THE DOCUMENTS AS A RESULT THEREOF. BOXSECTION 101X9, 1 1'X8.5' TRANSITION ST CTURE SINGL9 . RCB TO SINO *ft ,�E Kv Sym. A bout CL WX q, Design Cover 4' 51 7' See Detail 'A" I Width, W 10, ill ill G -bars Honz. r1r_ Height, H 91 8.5' NOTE: Steel Clearances 9 a Length Top Slab Thickness, Tl 8.2511 9.2519 10.511 q9'781' Are Minimum I 810 811 Bottom Slab Thickness, T3 911 10.2511 11.7519 F- _T - - - - - - - - -- Bars Type & Number Bar Size Spacing Bar Size Spacing Bar Size Spacing aw sim 6F4CIng B Bar No. & Spacing 6 10 9 17 ,�o 9 20 =A�==== -------- *-A 121-111 121-111 11 Bl Bar No. & Spacing 4 10 5 17 5 13 2.0 Length 5l-1 1. 51' 6@-1.511 'I 61-10.511 4_0 C Bar No. & Spacing 4 13 4 10 4 13 4_ 1-4 Horiz. Length 41-2.511 4#-711 41-61' 81 -bars ,Vert. Length 91-1.511 rill 81-9.51' _j Cl Bar No. & Spacing 5 13 C14 10 5 13 14 Horiz. Length 11-1011 11-911 C14 B -bars 11-1011 0. 1 w I ,Vert. Length 3#-2" C1 -bars > 31-51§ 21.0 Optional C2 Bar No. & Spacing 4 13 4 10 611 4 Horiz. Length 4.5' 4#-5.511 0 41-5.511 4'-A.60 51 Vert. Length 2 1-1019 2 1-1114 Construction 3'-0.5" .31.00 C3 Bar No. & Spacing 5 13 4 10 *Distribution ------- O.2W Horiz. Length 11-1111 2" ........... 1 1-1 Oil Joint .Vert. Length 2'-511 21-519 T2/2 21.2-511 Bars 4 18 4 18 4 1101.'s,611 Length 101-1-51' 91-1010 101-0.51@ F Par No. & Spacing 6 10 8 14 9 15 Length ill -ill 121-119 121-111 2 5 14 5 15 4 Length 61-311 61-10.51# 60-1119 G Bar No. & Spacing 4 13 4 14 Length 5' 5 -OF D -bars H Bar No. & Spacing 4 10 4 13 Length 51-611 5#-611 4 4- '-C-bars Number of Longitudinal #4 Bars .Top Slab 17 Longitudinal Bars 17 17 Bottom Slab 16 18 18 16 Equally Spaced 24 20 20 24 Total 57 57 55 67 Construction T2/3 1.08 1.19 1.29 1.18-1 Joint Distribution 0.2W __vw_ Bars I C2 -bars Lj_ -bars -4 O.1w b; it, ... ,,,-C3-bars C: C14 3/4*/Ft. 1 -bars Iq _j ------ 04 cq > L ----- - ---- ---- ---------------- It 11) H -bars Horiz.* Length SEE CHART AT RIGHT T2 W/2 04 (0 TYPICAL R. C. BOX SECTION - N. T. S. SHOP DRAWINGS REQUIRED FOR STARTER WALL GREATER THAN 4 to 2 C-4 T2 TOP OF WALL BASE OF WALL CONSTRUCTION JOINT DETAILS N. T. S. 45 2's Diameters LSEE DETAIL "B21 TRANSVERSE CONSTRUCTION JOINT DETAILS N. T. S. DESIGN DATA LIVE LOAD HS20- 44 UNLESS OTHERWISE NOTED DEAD LOAD EARTH LOAD PER MARSTON'S FORMULA: w=125 p.c.f. Ku=Ku'=0.150 Bd=OUTSIDE WIDTH OF BOX PLUS 3 FEET SIDE EARTH 37 p.s.f. PER FOOT OF DEPTH WEIGHT OF CONCRETE: 150 p.c.f. ALLOWABLE STRESSES fc: , =4000 P.-s.i. AT 28 DAYS (SPECIAL INSPECTION REQUIRED PER 2003 GREEN BOOK) fc=1800 P.S.i. fs=24000 p.s.i., fy=60,000 psi n=8.0 SHEAR AND BOND STRESSES PER A.C.I. 318-95 n L___ __ -uul a 1 -bursvi Spacing in Table DETAIL )'*A$$ 11 *1111440 1 " Min. 2" Max. DETAIL )'Bps N. T. S. RImm law& aCUR"'D DRAMAIIIMU THESFE IRC-Cf-Y-liD Ew PART, ON'THE DAAS4 0f FURNISHED SY OTHrt,98. TXC- ENGIt&Ft_j Wt't..L NOT LIFE RESM'14SIBLE FOR ANY EAROAS On OMIWIONS WMCH HAVE BEEN fNCORPOPIATED INTO THE DOCUMENTS AS A RESULT THEREOF. BOXSECTION 101X9, 1 1'X8.5' TRANSITION ST CTURE SINGL9 . RCB TO SINO *ft ,�E Kv 1 1'X8.5' WX q, Design Cover 4' 51 7' -71 Width, W 10, ill ill lot Height, H 91 8.5' 8.5' 9 a Top Slab Thickness, Tl 8.2511 9.2519 10.511 q9'781' Side Wall Thickness, T2 811 810 811 Bottom Slab Thickness, T3 911 10.2511 11.7519 10-60 Bars Type & Number Bar Size Spacing Bar Size Spacing Bar Size Spacing aw sim 6F4CIng B Bar No. & Spacing 6 10 9 17 8 13 9 20 Length 121-111 121-111 11 Bl Bar No. & Spacing 4 10 5 17 5 13 2.0 Length 5l-1 1. 51' 6@-1.511 61-10.511 C Bar No. & Spacing 4 13 4 10 4 13 4_ 1-4 Horiz. Length 41-2.511 4#-711 41-61' 4 1. 2,511 ,Vert. Length 91-1.511 81-9.51' q1 Cl Bar No. & Spacing 5 13 4 10 5 13 14 Horiz. Length 11-1011 11-911 11-1011 11.1091 ,Vert. Length 3#-2" 31-111 31-51§ 21.0 C2 Bar No. & Spacing 4 13 4 10 4 13 4 Horiz. Length 4.5' 4#-5.511 41-5.511 4'-A.60 51 Vert. Length 2 1-1019 2 1-1114 3'-0.5" .31.00 C3 Bar No. & Spacing 5 13 4 10 5 13 5 Horiz. Length 11-1111 11-910 ........... 1 1-1 Oil .Vert. Length 2'-511 21-519 21-5.51' 21.2-511 D Bar No. & Spacing 4 18 4 18 4 18 4 1101.'s,611 Length 101-1-51' 91-1010 101-0.51@ F Par No. & Spacing 6 10 8 14 9 15 Length ill -ill 121-119 121-111 Fl Bar No. & Spacing 4 10 5 14 5 15 4 Length 61-311 61-10.51# 60-1119 G Bar No. & Spacing 4 13 4 14 Length 5' 5 -OF H Bar No. & Spacing 4 10 4 13 Length 51-611 5#-611 Number of Longitudinal #4 Bars .Top Slab 17 19 17 17 Bottom Slab 16 18 18 16 Side Walls 24 20 20 24 Total 57 57 55 67 Concrete Cu. Yds./Lin. Ft. 1.08 1.19 1.29 1.18-1 STRUCTURAL NOTES. GENERAL NOTES 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL SHALL BE 1 1/2 INCH CLEAR UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OF A " RIGHT" ANGLES (OR RADIALLY TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN). 3. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. 4. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 5. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 6. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. 7. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 8. LONGITUDINAL STEEL SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 45 BAR DIAMETERS AT SPLICES. 9. ALL BARS BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 1995 EDITION, SECTION 7.1. 10. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 1995 EDITION, SECTION 7.5. INVERT FINISH CHANNEL INVERT SURFACE SHALL BE GIVEN A STEEL TROWEL FINISH. 2's 45 APPROVED EPDXY Diameters ------------ EX RM PROPM RW -0-F-77; ---------- f --------------- 6's '11 -#6 BAR @ LONGITUDINAL BAR SPACING CONNECTION DE EXISTING R.C.B. N. T. S. ADDITIONAL NOTES FOR BOX SECTIONS 1 LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL CONSTRUCTION JOINTS. 2. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN BOTH SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE BASE OF THE WALLS, SHALL BE PLACED AT THE END OF EACH POUR, BUT THE SPACING THEROF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL THE CONSTRUCTION JOINTS IN BOTTOM SLAB, AND SIDE WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. 3. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE BARS SHALL BE PLACED RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS. SPACING SHALL BE AT THE CENTERLINE OF THE BARREL ON THE OUTSIDE OF THE CURVE FOR DOUBLE BARREL BOXES. STRAIGHT BARS AND L -BARS IN WALLS SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS, NTH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OFBARS. 4. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT COMPOSED OF B, C, C2, C3, D, F, G, AND H BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. 5. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICES SHALL BE 45 BAR DIAMETERS IN LENGTH. ' 6. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C AND C2 BARS HAS BEEN CALCULATED FOR A FOUR INCH STARTER WALL. IF STARTER WALL IS GREATER THAN 4 10 , SHOP DRAWINGS ARE REQUIRED AND THE VERTICAL LENGTH OF THE C AND C2 BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A 45 DIAMETER LAP BETWEEN THE TWO BARS. THE LAPS SHALL BE BASED ON THE SMALLER BAR. 7. CONCRETE QUANTITIES ARE BASED ON A SIX -BY -SIX INCH FILLET AND THE STEEL QUANTITIES DO NOT INCLUDE ANY OPTIONAL SPLICES. 8. IF WALL THICKNESS IS SIX INCHES, PLACE REINFORCEMENT AT THE CENTERLINE OF THE WALL. BENCH MARK- 8-17 CALTRANS BRASS CAP IN CONCRETE S.C.E. TOWER LEG,343 N/O HIGHLAND AVE., 0.20 MI. W/O SAN SEVAINE RD. 2.6 5 MI. W . ALONG HIGHLAND AVE., FROM SIERRA AVE. ELEVA11ft 1428.6090 At _. 4 14 j sp E I - ja^ I U OPTIONAL dkAu&V91liA%-ra^Ls JOINT U.CTION..870 iM, PATTERN SHOWN I PI �T?j I AL it N 3 2 ONSTAUCTION JOINT AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHEM CALIFOMIA CHAPTER STIr TRANSITION STRUCTU T mOpu RE SINGLE R 0 SINGLE RCB' 341-1 V_ 7 MRITH111AMW 00M 0 MOM] RW303NWAGO-Mll 0 SP N& SHEET I OF 2 Ap� BASIS OF BEMNG& THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST QUARTER OF SEC. 26, TOWNSHIP 1 NORTH, RANGE 6 MST SAN BERNARDINO MERIDIAN SHOWN AS N 89*37'36" W ON A MAP FILED IN BOOK 88 PAGES 36 THROUGH 42, INCLUSIVE, OF SURVEY, RECORDS OF SAN BERNARDINO COUNTY. NOTEI 1. THE HORIJSNTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 0, SHALL a NOT EXCE 5045. 2. THE REINFORCING STIE 13AR SIZE. -SPACING ANO'C8VFER IVER THE $711h,Of $111 1jgjT IRANSVERSJ 13ARS IN TOP AN 130T f1M SLA636 OF L- IN T 0 130TI M 4GO _ NIAS ff STRAIONT VEATICAL BARS IN S18jwj,§IL - ANQ/OR LONOITUD(NAL U11 TRIOU1111ON AND TIC BARS IN TOP Tfw SLA S, OR 3_18f Mt SHA LTW fS TH on OF )MRITIffi A2101PIN Rill RO 109 ER TEEL I 1 0 SH TIP �)' . �EA N ' YP - A GREAT cove tic aj LENGTH$ $HALL V Y UNIFORMLY THROUGHOUT THI I ANSI ION. 3. THE THI�KNESS Of THE W LL3 . AND SLAPS -3 AfkANJITNOSE Of THE ADJOINI 0 AC13 SECTION A EACH ENO 0. TH TION AND $HALL VARY UNIFORMLY BETWEEN THE TWO INDS. 4. 28 MPa, (4000 PSI) AT 28 AYS AND THE CONCRETE IIHALL BE THE AME MIX- AS THE ADJACENT ACS. S. ALL STEEL EXCEPT LONGITUOINAS ST L $HALL at A E 400 (60) BILLF T CONFORMING TO A A 813 M (A 60 AND SHA ,T S I I T81 �4MW14.0 1/28) CLEAR 1001311V CONCRETE SU FACE UNLEh M VIM 6. TH9 TRANSIT N STRUCTURE SHALL BE C014STR CTID IN ACCORDANCE - 'WITH T%tl RAL NOTES APPLYING TO STRUCTURES SHOWN E J ON TH RAWINGS. 7. DETAILS OF CONSTRUCTION JOINT$ AND KEYWAYS $114ALL BE AS 10 SHOWN ON T ' HE PROJECT DRAWINGS FOR SINGLE RCS STRUCTURES. 8. DIMENSIONS SHOWN ON THIS PLANI* FOR-- M91rA1C AN ENGLISH UNITS ARE NOT XACT - 0 AL VALUE$. If TRIC YALUIE 1). A ON in Till N 6T MEN ISVIMTS F MIT I SA I fIS IF.-fN6L1$H IUN113 ARE U ALL VALUES I S. Z . U Fog &NS RUC ION SHALL BE ENGLISH UNI -,AMEWANPUBLIC WORK$ ASSOCIATION SOUTHERN CALj , OORNIA CHAPTER STMOMO PLM m9mc 341-1 UENT 2 OP 2 i TRANSITION ST CTURE SINGL9 . RCB TO SINO *ft ,�E Kv J:\662-1452\storm\sd-Dh4a-08.dwa. Plot. 51512005 1:59:23 PM. ikd