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Home My WebLink About1823-190 0 R EINFORCED CONCRETE RECTANGULAR CHANNEL SECTION DA TA OUANTITIES REINFORCEMENT STEEL SCHEDULE z SIZE MICKNESS STEEL LONGITUDINAL o STATION LIMITS (FEET) r/nrc�EsJ BI B2 B3 B B B B B B �- GNU. ros i 4 5 6 T BARS V Los/ BAR A BAR NO. BARN . BAR MD. BAR N . W H T T T3 L/N. F T. L/N. FT. V` RT. HOR/I. Lq VERT. HOR/Z. 8 VERT, HOR/Z. VERT. hrDRIZ. VERT. HOR/Z. B VERT. HOR/Z. HOR/Z. �'/Z• HOR/Z TOTAL AL LS SLAB v� FROM TO / 2 ACI WIG LENGTH ENG PACING ENGTH LE/VGTH aC/ LENGTH LEAUTH P LENGTH LENGTH AChIG LEMM LEA16TH Afa'JI� P�iCA'VG LE/VGTH LE TH AC/MG LENGTH PAC LE/�GTh/ PAC/NG LENGTH � i�/�S r r ri rr � ri � °r / rr r °r r rr r ri � ri � r rr r r� °r o 1 !33 f 51.38 242 - 42.12 ,20¢2��X /0 /o/Z !0 - 5 &16 9-- 2 �0„� %C�/8 8 �' - 7 C�/B - 6 ,� .6 4 &16 9 -6 / 0 �' C�/8 7 -O / --0 C� /8 -O //0/ - 4 C� /8 COr(/T. @/8 /0 -O 8 C�/8 8 -D �4 @ /B /c MAX . � rV/A1�. _ � r 1 Y�iP/�'S °° r rr / rr 24 Z + 42, /2 �r%%�'. !0 /2 �0 _� @ /2' /3' /0 `0 r r_- 1r- r r /r rr ii r rr r °r rr �z r 4K. �-� @ � 7C' �� 0 7 @ !2 ✓- � ¢ - � �`- �/� t,3 IO _ / 3 � @ /8 8 - 611- / ,3 7 @ /8 4 -6 / 0 4 @ /8 CD/VT 7 @ /f3 /0 - O 7 @ /B 8 %� f f 00 yAr4'/C✓�', / r _ ,r ! rr Si�C/C�' / r� / rr / r� / _ ri / ri ! rf r rr �r / ri / ri r r/ -3 7... sO,oD 9 : ,00. D /D. /,3_ /0 4..CQ�./8 /3 9.- r _7C�/8 9 T O 8 @/8 5 6 C /B /3-9 / / 7C�/8 9 / / 8 @/8 5-(0.. /-/ _ ¢ C�/8 CO/f/T 7/8 //_-0 8 @/ 8-0 ,`� 21"058 Z_p .�, ° r °r r rr ri / rr / r� / �/ //0// % rr / rr i rr % ri % a � rr _ . r. _ rr _ - _ ri a 129 00.00 _ 132 f 68 47 2 w,� /3A /�i /� /0 C /2 /3 --/0 7 @ / // -_ _ ._ 7 C� /,� 5 C�/B /3 / , 3 .5_ Com_/8 / 3 7 @ /8 5 O / 3 /8 C - 0 8 7 4 @ 0/VT 7 @ /B // 7 @ /�3 B 0 #� @ /5 /c /1/IAX. { Y�1R/ES ° rr r� SPG/CE / ri / a / a i ri / r� / / /� / /r / // / rr / r� / v rr o I32 _i,68.4 7 /32 f $4.82 /. M,4X.. /4 15A2' /2 _¢ @. /2_ /5 _- // „ 7 @ 12 /3 -- 0. 9 -� 3 � C�/� 5 _-- � � - � 5 @ /� /5 -// / - ,5/ � @ /B 8 - O / - 5 7 C'r'y � - � / - .� � @ /� Co/VT. � C� /� _ // � 3 7 @/,2 � C' /3 ;� Q 133 f 54.38 /3¢ 4-040-98 17 -0 58 2 p @ �'7 #� /c /moi q -_ eX Z;"T G!/r Me, /rVT6f'W1P7ZT 15p rFok Cl,11zy0 r 79, ol/TCrT /F°41WRII.5 . TDP OF NAL L X9,FR,5 OCCURS _Ij_ OCG'U�PS 4T EAC SIDE Of ._ f5OX StC7'10N 4W MeO 0, Gt &L SLOPES OP TO 0,47C9 70P OF S/SEG ZIP 1 -- 7"YL' I I ABOVE ACCESS !?04D. I k,A-OR CN17/N UNK 66AICE'. SEEPZ9N Q 2 --� 3. Locgrrow5 J •! -Point surfoce with •• ,• - Pro -molded -1 r- 2 3 414 ►---2 / 8 Q �, l o t�t.�ck coot of I �_ , �- Pre -molded i I asphaltic filler o W 2 ' - alpha/tic point Z--- 8 -- -- s I p ospha/tic filler /8 LONG / 3MG77TH DOWFL S 699ASE _.Place as. shown aim �V �-B1 Bar From Other Side 3° � 0 NI r h 211 ---1 4 Long#udh o/ Bors AThese Record Drawin s have been re ared based T � �•111. g prepared V @ 18 o, C. may, �_]; a S >.- 2. • 0 /77//7 . - _ _ _ _on Information submitted, m part, by W.E. Blakely/ _- - B F 1' & Associates, Inc., and Western Land ALL BASE Np.. Crt - Concepts, Inc., thaterformed the field work on 1/30/90 through 2/8/90. While this information is ryplcAL CHANNEL SECT/ON believed to be reliable, ASL Consulting Engineers is LONGIrUDINAL CONSTRUCTION ./`0/NT not responsible for its accuracy nor for errors or IVOT To scALE omissions which may have been incorporated into OPEN CHANNEL these plans as a result. Nor TO sCAL E Sip 1AND Svc QgOFESS/pHA !� O l G. Thy, Fy m No. 4337 a No. 041360 Expo, 6i -W9 Exp. 1- 3 01 - g0 S. a F p� CAt ,�� Q' '9 APPROVED BY APPROVED BY: ASLt ngine ers PASADENA (818) 792-3096 I TY OF FONTANA RCCORD DRAWIA1,68 %W 3- 07-30 Exp. 3-31-92 * SANTA ANA (714) 979-1761 ® , �Ev JCT�T/0/(/5 ` �QQ. PALM SPRINGS (619) 320-4220 •� `` I�� ® M� 7-Z8- UCIv �� S E 2582 FLOOD CO ROI ENGINIEER , a CITY ENGINEER R.C.E. - Q �PE'I/. STAr1Oit/S t1 c;T 7-24-M DALE E. "WA H ,° jc 0( c, l �ri`�' .= . EXP, 4/5//88 ENG , N0, DESCRIPTION APPR. . DATE APPR DATE SCALE FILE NO. ` DESIGNED BY J RS a NO CHECKED BY GWR s DATE �: / DATE R E V I S 10 N S DRAWN BY SPL DATE DEC. 1986 NTS. 1400.21 FORD GRAPHICS 100405 TRUCTURAL, DESIGN 09MERIA L.A. C.r. C. D. S TR CTURAL DES/GN MANUAL DATED APR& L o ods External 37.sf. EF.P.,, HS -20-44 Truck n t ernol 40. 0 p. s. f. E. F. P. t/ s- •325'0 P. s. /. i If 4-62 ,o. s. i. 24000 p. s. i _.__Grade ._60 sfee/ s =� sheo�, and bond stresses per A.0 l 318-63 1 fm ndati on . modulus k = 165 P. c. i � = 3 STRUCTURAL NOTES GENERAL 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO THE FACE OF BAR AND SHALL BE 1.5 INCHES UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.1. 4. PLACING OF REINFORCEMENT SHALT_ CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3. 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF INLETS. 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANS- VERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. 9. 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, 10. LONGITUDINAL STEEL SHALL BE 'LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL -BE LAPPED 30 BAR DIAMETERS AT SPLICES. 11. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE CONSTRUCTION JOINTS. 12. TRANSVERSE JOINTS SHALL BE SPACED NOT TO EXCEED 50 FEET NOR BE GESS THAN 10 FEET, MEASURED ALONG THE CENTERLINE OF CONSTRUCTION, EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. 13. TRANSVERSE JOINTS SHALL BE PLACED AT THE JUNCTION OF RECTANGULAR OPEN CHANNEL SECTIONS WITH CLOSED CONDUIT SECTIONS. 14. ALL RECTANGULAR OPEN CHANNEL WALLS SHALL BE FENCED IN ACCORDANCE WITH LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DRAWING 2-D 180, EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. 15. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, IN CURVED SECTIONS, THE MAXIMUM SPACING OF BARS SHALL NOT EXCEED THAT SHOWN ON THE TYPICAL SETIONS. STEEL SHALL BE SPACED RADIALLY FROM THE MAXIMUM SPACING. 16. AT THE BEGINNING AND ENDING OF ALL POURS, A COMPLETE CURTAIN OF REINFORCEMENT COMPOSED OF B15 B4, AND B7, BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINTS. ..SAN BERNARDI NO COUNTY FLOOD CONTROL DISTRICT SCALE' NONE PROJECT NO. DECLEZ CHANNEL,,1400.21.. DWG. NO. 19 OF_Z7 7 Dwa . AID- MP END U /B "D• C. AT SLgBS ONLY Iia ----> � ��Wo// or slab of covered POI sections open channel sections ca�A,s� ENo :wirN CAP FOR CHANNEL WALLS lN r411cK�'Q S4A8. FOR /NVERT SLAB FOR WALLS AND SLABS ✓O/N/NG OPEN AND COVERED SECTIONS OR CHANGE /N INVERT SLAB THICKNESS TRANSVERSE CONSTRUCT/ON JO/NT DErAILS Nor ro DACE �-B1 Bar From Other Side 3° � 0 NI r h 211 ---1 4 Long#udh o/ Bors AThese Record Drawin s have been re ared based T � �•111. g prepared V @ 18 o, C. may, �_]; a S >.- 2. • 0 /77//7 . - _ _ _ _on Information submitted, m part, by W.E. Blakely/ _- - B F 1' & Associates, Inc., and Western Land ALL BASE Np.. Crt - Concepts, Inc., thaterformed the field work on 1/30/90 through 2/8/90. While this information is ryplcAL CHANNEL SECT/ON believed to be reliable, ASL Consulting Engineers is LONGIrUDINAL CONSTRUCTION ./`0/NT not responsible for its accuracy nor for errors or IVOT To scALE omissions which may have been incorporated into OPEN CHANNEL these plans as a result. Nor TO sCAL E Sip 1AND Svc QgOFESS/pHA !� O l G. Thy, Fy m No. 4337 a No. 041360 Expo, 6i -W9 Exp. 1- 3 01 - g0 S. a F p� CAt ,�� Q' '9 APPROVED BY APPROVED BY: ASLt ngine ers PASADENA (818) 792-3096 I TY OF FONTANA RCCORD DRAWIA1,68 %W 3- 07-30 Exp. 3-31-92 * SANTA ANA (714) 979-1761 ® , �Ev JCT�T/0/(/5 ` �QQ. PALM SPRINGS (619) 320-4220 •� `` I�� ® M� 7-Z8- UCIv �� S E 2582 FLOOD CO ROI ENGINIEER , a CITY ENGINEER R.C.E. - Q �PE'I/. STAr1Oit/S t1 c;T 7-24-M DALE E. "WA H ,° jc 0( c, l �ri`�' .= . EXP, 4/5//88 ENG , N0, DESCRIPTION APPR. . DATE APPR DATE SCALE FILE NO. ` DESIGNED BY J RS a NO CHECKED BY GWR s DATE �: / DATE R E V I S 10 N S DRAWN BY SPL DATE DEC. 1986 NTS. 1400.21 FORD GRAPHICS 100405 TRUCTURAL, DESIGN 09MERIA L.A. C.r. C. D. S TR CTURAL DES/GN MANUAL DATED APR& L o ods External 37.sf. EF.P.,, HS -20-44 Truck n t ernol 40. 0 p. s. f. E. F. P. t/ s- •325'0 P. s. /. i If 4-62 ,o. s. i. 24000 p. s. i _.__Grade ._60 sfee/ s =� sheo�, and bond stresses per A.0 l 318-63 1 fm ndati on . modulus k = 165 P. c. i � = 3 STRUCTURAL NOTES GENERAL 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO THE FACE OF BAR AND SHALL BE 1.5 INCHES UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.1. 4. PLACING OF REINFORCEMENT SHALT_ CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 1971 EDITION, SECTION 7.3. 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF INLETS. 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANS- VERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. 9. 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, 10. LONGITUDINAL STEEL SHALL BE 'LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL -BE LAPPED 30 BAR DIAMETERS AT SPLICES. 11. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE CONSTRUCTION JOINTS. 12. TRANSVERSE JOINTS SHALL BE SPACED NOT TO EXCEED 50 FEET NOR BE GESS THAN 10 FEET, MEASURED ALONG THE CENTERLINE OF CONSTRUCTION, EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. 13. TRANSVERSE JOINTS SHALL BE PLACED AT THE JUNCTION OF RECTANGULAR OPEN CHANNEL SECTIONS WITH CLOSED CONDUIT SECTIONS. 14. ALL RECTANGULAR OPEN CHANNEL WALLS SHALL BE FENCED IN ACCORDANCE WITH LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DRAWING 2-D 180, EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. 15. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, IN CURVED SECTIONS, THE MAXIMUM SPACING OF BARS SHALL NOT EXCEED THAT SHOWN ON THE TYPICAL SETIONS. STEEL SHALL BE SPACED RADIALLY FROM THE MAXIMUM SPACING. 16. AT THE BEGINNING AND ENDING OF ALL POURS, A COMPLETE CURTAIN OF REINFORCEMENT COMPOSED OF B15 B4, AND B7, BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINTS. ..SAN BERNARDI NO COUNTY FLOOD CONTROL DISTRICT SCALE' NONE PROJECT NO. DECLEZ CHANNEL,,1400.21.. DWG. NO. 19 OF_Z7 7 Dwa . AID- MP