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HomeMy WebLinkAbout1823A-19r op t ,/&I/,(/T P4f1l 4R A9 LL W,,4LG S AND 5LA65 WN14/T!/OfrfX1 ION LOCATION SCHEDUL. ' ; r B STA'ION, B :�'► .___,��!_- ._ TO 1 13 22-88 - _Ae iv ., Z T /29 -A 07. O� Fu dr® e 2 O H. ENDS; 3 /6 6 f COO. 19 Y6 7 f 68-93 jklte ► A,v soThl o► 1 4 /7, f 63.24 173 f 13.24 .oc 1 fit• 5 /60 3a-60 IC5 x'2280 dIs© PM G Z01 t 71. /�t 20.2 f .2 Iw C,__BOA- SCHEDULE -- - -- - -�...................................................................... 3 227 �` 80.2 7 Z�8 f 6 >. 3 �1011�q SECTION -NO. 1 2 3 4 N0. DESCRIPTION ENGR. APPR DATE CITY APPR. ,_ DESIGNED ► / CHECKED BY DRAWNB DATE SCALE I FILE NO. uO NO.. F_/9'. DWG. 1 -8oX RE RENCE SECTION ©� .NO. OF BARRELS - 5 3 4 '¢ � 3 4 DESIGN C VER (MAX.) - 7 -�" 3=0" 3-O '-0'' 3 -O" 3-O" WITH HEIGHT H 6 -p" ��. ��� 9 - 0./ _ 8-=0� - 9' TOP SLAB THI KNESS TI 84" 9" " 8" 8" 8" SIO WALL THI NESS T2 8" 8" 8' 8'' 8" 8" BOTTOM AB T CKNESS T3 /0//, /D" 9" 9'/ 9" CENTER WALL THItkKNESS T4 e 8' 6 6/ 8" B BAR NO. 8 ACING . #60I#9'y 4912 e6.696'/ , 8*-- #7 CP 7" #797'r LENGTH �3-9.. 35�_l�i 35-/ �6r5„ 4/9 f' Bt BAR NO. & SPACING BARS LENGTH — --- -- — — C BAR NO. & SPACI #4@/2" ¢G l2" # @/? #�@/V 4 @/O" ,l HORIZ. LENGTH - 9'' 4'- 4'_41114-5' 4 - 5"1 4- BARS VERT. LENGTH _ B -2 91- 7" 8 -//" 8- / 8 -//" 8 Z4" . C1 BAR NO. & SPACING 569/2 #099/2 #.5 /Q- #.O@/0-- #5 @/0 g' ,ela HORIZ. LENGTH -3" 2'-O" BARS VERT. LENGTH 3 6 4 _0 z-6 3-6 2 -6 4-� Ii I C2 BAR NO. d SPACING 04 & —T #4912" #4 9P /z" // ? 6" // *4 Cd/ " rr #¢ /D" / HORIZ. LENGTH 4 (0 / N 4 8 4 -6 ll -D 4- " 4-O ' BARS VERT. LENGTH 0" 3- 3-'O" 1 , C3 BAR NO. & SPACING -- 5 0/2' #5 @/Z" -- 5 6'/40" HORIZ. LENGTH — '-3" .21 -gr — Z -3" -O BARS VERT.LENGTH -- 2 2 -��' CW BAR NO. & SPACING #4 &/6' 4W ' #4 @/8" LEN T 8 -2 -//" / 8-//.. B •� D BAR NO. d SPACING #4 /0 `4�'t '' 04'da6 # @/O'' 4& 8" ##4'� 6/ BARS LENGTH 8 -2 /0� 9'� -//" 8-/ 8 -//" 8 -6" BAR NO. & SPACING - 7 /0 fe(9 " # @6r #6e8 7 /d ,'7 BARS LENGTH F1 BAR NO. & SPACING _ -- -- — — -- BARS LENGTH — — - — — — BAR NO. & SPACING #5 L614" ro0/2'/ 010 L7/4'' S&/4" #,54#/,2" ' s BARS LENGTH 43' 9 35'-1'' �(5~/ 5-/ Gi BAR NO. &SPACING �/4''7C /2" 703/4' # /,l" 7�'/,2" #7@/2" BARS LENGTH AR NO. 8 SPACING #5014,'l I>00 /2" #5 &la'l 04&x11 .5 @/0" #6 &/Z" 1 ® 3 LENGTH 43 - - P 35 -/ _ 1 BAR NO. SPACING _ 1#7�/ " lv�l�/r #.5 /O' _5 /D .5 6/0" 0799/2" B S LENGTH 7' O" I(NUMBER OF LONGITUDI AL REINF*4 BARS STOP SLAB 44,747 72 71;:? 7.2 1 .5 90 BOTTOM SLAB 7 CIO -56 56 1 SIDE WALLS 120 24 2¢ 20 j z4 24�t CENTER WALL O 24 0 30 ,24 1 TOTAL - - - /96 11,70 /88 /78 /48 6 USS/Cef' 71 -IIS fZ /3Z) AND ADDI TONAL 2 (o#7D CONT. PER GT/oNs 0 B THIS WEFT. / � __), 1 m ADo /1 -0" HORIZON LEN TN OVER THE MWD PIPE 4ND BETWEEN PILES. r op t ,/&I/,(/T P4f1l 4R A9 LL W,,4LG S AND 5LA65 WN14/T!/OfrfX1 ION LOCATION SCHEDUL. ' ; r B STA'ION, B :�'► .___,��!_- ._ TO 1 13 22-88 - _Ae iv ., Z I -36-o44._09 /29 -A 07. O� Fu dr® e 2 O H. ENDS; 3 /6 6 f COO. 19 Y6 7 f 68-93 jklte ► A,v soThl o► 1 4 /7, f 63.24 173 f 13.24 .oc 1 fit• 5 /60 3a-60 IC5 x'2280 dIs© PM G Z01 t 71. /�t 20.2 f .2 Iw ',©pXa pipe 3 227 �` 80.2 7 Z�8 f 6 >. 3 �1011�q ,v e, ? N.A. P DESIGN L DATA. LIVE LOAD ` HS -20-44 UNLESS.OTHERWISE NOTED. 'COOPER'S E-80 FOR BOX SECTION NO. 2 DE LOAD t s EARTH L PER MARSTON'S FORMULA: W 110 P.C.F. KU = KU' a 0. 50 BD OUTSIDE WIDT OF BOX P S 3 FEET SIDE EARTH 30 P.S.F. P FOOT OF DEPTH l . I INTERNAL WATER PR URE: 4 P.S.F. PER FOOT OF DEPTH I WEIGHT OF CO ETE: 150 P.C.F. i ALLOW E STRESSES ' F = 4000 P.S.I. AT 28 DAYS FS - 49000 GRADE O STEEL FC = 1800 P.S.I. N = 8.0 SHEAR AND BOND STRESSES PER A.C.I. 318-63 TENSILE STRENGTH OF ALL REINFORCEMENT STEEL = 609000 P.S.I. /V. A l, •t AV,01r/ONQL, 26 W /D CONT. ,4T M.WD. S/OE, Tf�P.d�O•l'' SEE TYPICAL Red SEC TION T�,llS SNEE'T FdiC `I -AGEMENT ,. . - % Y7 AIW71 /OZ Ago�T- r1,119 T�lc/�G o� rr�iPGo ,BoX r/7/0 Fo/f 5- ' SY�LJ�1i1�TRlG.4G r�3�x/T ry/5 L. _ 4 0 OAlf IV U51V"/.07 8 ?40 � r Apt". /N TOO OF• 5484, 1 Y • 4 r I 2 ry/G�t ,c3 ,BIR SlY/f0/eOANI G 1 ,�Q�i , G0�/G/TC/O/N,4G did NGO?f,¢ , 00 8,4 5 �Q. Ori. �TYP� Cf'1/ 4f�5 ww1Tl10/Nm, fwm ,8 5GA _ •� � (o� �YG`�i� �E'��.5' CDrYT. _ l/2 I �� 1 / � l �/2 � _ OQ!/�1GG Y .51°,<lG4D , 1R• GGR. CGR. CG !N BOTTOM OP it/OTG�'• -# // } � C2 ,�i4R D �4/3 7.OP SGQ,c3 ' �..; 12 POW40 roWrcys1Z� lfelt/F�i el,41G /.SAS 325P�4C/NG 0,9 YeffT. 4IR5 0 SPL /C� f3AP a ✓OINT it OM/r S/DEGYAG /S 44r ,P0A1NsTlle,4M eNO spz AR # 5 = .54''L ON& No A -v P* ham! nr o 0,0 I(R. C. Bo ,o► A DDI TIONAL 4#10 �� (P 5 ~AOR B'OX SECT/ON AVO.6/Q ADO/ TONAL !o *1d CONT SPl14f OVER /V P/P/PE ONI- Y - @ ,S" FOR ,BOX 5E C T/0N TYP. AT S1 WALLS IVO. !0 4I�ER M k� D. P/PE AC „CPN Dil/G Y- 7YP .QT //!/7E8/09 jWOLLS 2W ro WNo, A, P. T.� -a ;-10 ' 4 30"D/r9. f' C�it�T�.P�D lY�,F30,l=lf/ACC A vim. - { /z4f r/'0 TYP,1 BVI-ULTI-BARREL R.C,B., SECTION 5Ee 1 POP[p#P 160404E PLAN, :SHEET 27, MR 1 CONSTi Z1CT/ON NOTES. I 2 TYP.. PILE AND PILE CAP =SECTION BSOX CULVERT NOTES - 1/2" EXPANSION 1 DIMENSIONS SHOWN FROM FACE OF CONCRETE TO STEEL ARE TO THE FACE F( �� FILLER MATERIAL BAR, - - 1 SMOOTH DOWEL SEE 5 OF POTES r WRAP OR LUBRICATE i 2 NCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICAL ON.N.A •� ® �`} THIS PORTION TO T PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) T CEN PREVENT BOND TE LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. c , These Record Drawings have been prepared base 3. ALL B R BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN { CONCR E INSTI= on information submitted, in part, by W.E. Blakel T TOUlE 'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRET SECTION B.F. & Associates, Inca and Western La B oncepts, Inc., that performed the field wor on 4. PLACING 0 REINFORCEMENT SHALL CONFORM TO THE AMERICAN C CRETE INSTI-. 1 30/90 through 2/8/90. While this informati n is �• � TOTE IS "BU DING CODE REQUIREMENTS�� ASL Consultor Engin rs is FOR REINFORCED CO RETE SECTION b leved to be Tellable, g g I no responsible for its accuracy nor for err rs or s 9" 9" EXPANSION r` 803. ; f 0 ions which may have been Incorpor ed into CAP 5. TRANSVERSE CON RUCTION JOINTS SHALL NOT BE PLACED W THIN 30 INCHES OF thes laps as a result. MANHOLE OR JUNG ON STRUCTURE OPENINGS. TRANSVERSE EXPANSION JOINT 6. \ _ TRAVERSE CONSTRUC ON JOINTS IN WALLS AND SLABS HALL BE 4IN THE SAME PLANE, NO STAGG ING OF JOINTS WILL BE P MITTED. TRANSVERSE S�0 ND SUED FE, CONSTRUCTION JOINTS HALL BE NORM 0 • W�c,-4 F` oQ�O /pHgl AL OR RADIAL TO THE CENTER LINE OF , { CONSTRUCTION. o� c.Q� ��N ' rpt Fy �' r 7. THE TRANSVERSE REINFOR NG STEEL SHALL T MINATE ONE AND "ONE-HALF i ' i a Na. 43' T INCHES FROM THE CONCRETE URFACES UNLESS 0 ERWISE SHOWN ONfTHE STRUC 0.041360 TURAL DETAILS. Exp. 6-30`• 2 7D , /1-30-90 /4543 8. EXPOSED EDGES OF CONCRETE ME ERS SHALL E ROUNDED OR BEVELED, L.S. �� `�9 CIVIC. �►�! ExP. /2-3/-92 F p FO lF 9. NO SPLICES CES I N TRANSVERSE STEEL r L REINF RCEMENT WILL BE PERMITTED OTHER r F CRL1 �F CAL THAN SHOWN ON THE DRAWING WITHO T A PROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMIT IN ANY LONGITUDII"AR BETWEEN { TRANSVERSE JOINTS. SPLICES SHALL STAGGERED. LONGITUDINAL STEEL SHALL BE CO TIN US"*ND_ EXTEND THR N•--Ati ' ON- ' i STRUCTION JOINTS OR SHALL BE SP ICED A DESCdBED IN NO, B, Bi, F, Fi, G AND H BARS ' , 2 . BELOW. HORIZ. LENGTH LONGITUDINAL STEEL SHALL BE APPED A M IMUM OF 20 BAR DIF�METERS AT G BAR • SPLICES. TRANSVERSE STEEL ALL BE AMI MUM OF LAPPED 30 BAR DIAME- a z TiRS AT SPLICES EXCEPT AS OWN OTHERWISE PLANS. W> J t �- 4" or. 6`' 30 �� 12;- UNLESS OTHERWISE SHOWN THE DRAWINGS, TRA VERSE JOINT KEYWAYS (IN DIAM RS 2 BOTH SLABS AND WALLS), AS DETAILED FOR LONG TUDINAL KEYWAYS ` \,DRAB EYWAYS AT THE Ix = > W �� T/3 BASE OF THE WALLS, SH L BE PLACED AT THE END OF EACH POUR, BUT THE W > W 1 SPACING THEREOF SHALL OT EXCEED 50 FE W W Ct,cZ AND BARS .• ET OR BEL S THAN 10 FEET. ALL ' _ CONSTRUCTION JOINTS N BOTTOM SLAB, TOP SLAB, AND SIDE WALLS SHALL qE -- - TOP OF ALL IN THE SAME PLANE. 0 STAGGERING OF JOINTS t T2• � WILL B PERMITTED. , HORIZ. • 13. UNLESS OTHERWISE HOWN ON THE DETAILS, IN CURVED S TIONS TRANSV R LENGTH BARS SHALL BE PACED RADIALLY. STRAIGHT TRANSVERSE ARS IN TOP .AND BOTTOM SLABS SH L BE SPACED AS SHOWN ON -THE TYPICAL S TIONS; SPACING 4"'TO 1' SHALL BE AT T CENTER LINE OF THE BARREL ON THE OUTSI OF THE CURVE SEE �t/ E/5 FOR MULTI BA EL BOXES. STRAIGHT BARS AND L -BARS IN W LS SHALL BE BAR DIAGRAMS r'o.x+ SPACED AS SOWN ON THE -TYPICAL SECTIONS WITH THE SPAC G MEASURED i BETWEEN TH VERTICAL LEGS OF BARS. r k .14. -AT THE B INNING AND END OF ALL POURS, A CURTAIN OF REINFORCE NT COM : TRA VERSE.JOINT POSED 0 B, C, C D F G AND, BARS ARS SHALL BE PLACED THRE INCHES e OR F BARS B. OR F. BARS I Q o FROM T TRANSVERSE CONSTRUCTION JOINT. 115. THS ERTICAL WALL STEEL I1 I'NTERIOR WALLS AND IN THE INTER OR:. FACE OF . 3EXT RIOR WALLS MAYBE SPLICED AT THE CONSTRUCTION•JOINT ATT BASE I a OF 5 ---- T WALL.t THE SPLICE SHALL BE 20 BAR DIAMETERS. I SPACING SHOWN IN TABLE sass.. +�F .: �►LI� _ � , N ALL, SECTIONS \LAP C AND C BARS THE VERTICA - "- L LENGTH- OF C,, 2, D, ._ 2 ; OP & INVERT SLAB TRANSVERSE BAR DETAI CONSTRUCTION JOINT! DETAIL AND CW. BARS HAS BEEN CALCULATED FOR AFOUR-INCH, STARTER WALL I 'THE HEIGHT OF THE STARTER WALL IS VARIED, THE VERTICAL. LENGTH OF' TH .C, _ _ 1 C20 D9 AND CW BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAI A A. t. 30 DIAMETER LAP BETWEEN. THE BARS. THE. LAPS, SHALL. BE BASED ON T P. A P., t SMALLER BAR.` L' / REIT/SED DETAILS "qt- 22-88 ' , `� 1 ' 1 ` '` , / t� r` ' PASADENA (818) 792-3096 � -�� n � �ee rs � ASL C` `8ult , ? �� ;., -31.92 SANTA ANA (714) 979-1761 P� * 2582 PALM SPRINGS (619) 320-4220 DAI.c E. VV </jT ,� <<, ` S. E. a* APPROVED BY • .. _ FLOOD CONTROL ENGINEER �' iso►"� DATE APPROVED BY ITY 0 F FONTANA 9 CIN ENGIN ER R.C. E. 3~Zag DATE i ) 1 SAN BER N A RD I N 0 -COUNTY FLOOD CONTROL N OL DISTRICT2, SCALE NON E / � RELOcgrE ,?.C.e My � ,,� iPECORU DRAW/NGS fit• 3-0790 - . ' DECLEZ CHANNEL t ,. / P Chd.� G>f $.Z�� ECT No. N0. DESCRIPTION ENGR. APPR DATE CITY APPR. DATE DESIGNED ► / CHECKED BY DRAWNB DATE SCALE I FILE NO. uO NO.. F_/9'. DWG. 1 REVISIONS - `V - _ -_ - � 1 _ -. /� _ .lC.. /. l� .A% / / -�•�/ / .. .. 1 ,�/11 � rrv.11� .._tet •�4?s' �Xa�.�'.�c �°�' I