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HomeMy WebLinkAbout1823-20A O /► d L///l / / 01 01 P/LE –T/TANSl�E�PS� EXP.9HS/O.ti JO/NT JO/NT .�E/NF. i� /8 % ALL WALGS O AND 5LA85 CO.Sla,-/TUO/r09C .Q�/.l�F. �6-#4 EvUgllf'SPACEO /�VVE�Pl 4",x 6 ,,, � Mlemlllwcl')A'OeI'6D A' rp.S CdiYT. a 1151C `Y/,pe' P/LE CAS CDrI/T 3rrCC� p /2" 0 slpe/ce�' 1Gl/.rfr� ACT�•PN/�T� 30"D/r4. /V/L�o eeW7225/PED ;,%45 T/P cZi�F11. 93'y . 00 0 BATT SIDE WALLS R. C. BOX SCHEDULE 24 END BARRIER DlETAIL �,. . a .- - - -_:. -';; :- _ .)•. NO (SEE SHEET' 22+}, - FROM - �z¢ - 13�? f 84.64• 1-43 f 54. 40 11-Livo.=Oak,"Aye,? BOX SECTION NO. 1 2 3 4 �, 5, S ' 6 -7. 8- 9 __- 177' 63.24 17- f A3 TYP. PILE AND PILE CAP SECTION TOTAL -- -/96 r�� ;. 17� /�B ..� 57e�fG j-ax4Z /3Z AND ADDITIONAL Z (o # /D CONT. REFERENCE SECTION A� �`A A� A� At A.:.w_ 0 . , _ .. 7� FSR ,t_Oc�-tON � E SHEET A gDD / =a HDRlzoN /_E�IGTH DEER THE MGriO P/PE ,4N0 BETGI/EEN Pll. ES. _ f, -� --- - - NO. OF BARRELS - 5 3 -4 4 4 _ DESIGN COVER (MAX.) _ 7 -,�t'i 3 On 3� O' J,' -O" WIDTH W _ _ �_"2 -0/ /o 0,, - - HEIGHT H -= 8-O-� 9O_ B -O--- 9 -O - 8 3 - - F LOrf/G/T!/D/r!/AL L`/N. TOP SLAB THICKNESS T 1 - Sl 9- - 41e,eP O� SIDE WALL THICKNESS T2- 8 8 8 8 8 8 r4T -- BOTTOM SLAB THICKNESS T3- /0" !0" 9-11 =-9'/ 9" _ -� _,- -- - _-- CENTER WALL THICKNESS T4 „9 8/, h 8rr :. B./ g„ �- - A0,01rA0NAL .26 /D B BAR NO. & SPACING #6&9" e8@l2" #7dP8"-- .7Com'-7a----#74#711 _ _ - CONr,4TM.Iv.O. SIDE, BARS �- -rr LENGTH _ 43 -- 9 / /i 35 -> 3��/ 35- r//__ : / „ �6-5 _�3_ / - SEE TYPICAL Rce SEC riow T,�,l/S SNF�'T ADR PLAC EMENT 131 BAR NO. & SPACING --- BARS LENGTH - BAR NO. & SPACING - #�@/2_. 0_4¢(9l2 @/0`4' HORIZ. LENGTH - - 9 4 -6 -� 4 -5- 4 -5 -6 ---------- -- BARS VERT. LENGTH - --s`__9 &91-711 8:-//_ -:_ 8.. / 8'-//'� . 8= ''' - - -_ ,G•4y� C1 BAR NO. & SPAC ING #5 c#/2- 15012 , 56'/2 #.5AZ #5&/0- #!f _461/0 - _.Z- - HORIZ. LENGTH = :_ Z! 3" 2'-011 Zi0" D'/_�.,_,_ BARS VERT. LENGTH - ,3 _ 6// ¢i Orli �.r _ 3! 6r/ - -2 ���rr ¢ „�.r , _ _ /vO7&-`* --- BAR NO. & SPACING- _---- - --- #4Cd_(" �4@l2/' #4601 " #4 6/i #4&/O" #4 49/0/' -- U/f/C�S9 4/OT�D - --- -- -- - HORIZ. LENGTH - OTfi�E�P�Y/v�'ACC.BO.Y BARS VERT. LENGTH 3-0 _3- -G 17 �_ 6 BAR NO. &SPACING -- BAR -- 5@l2'r -- -_ > `5C'/Z" - _ _ -- .- ,#5 L'/D" #4C�/D" sC/�c�DUCo`D 3 - -- - - HORIZ. LENGTH =: - 2/--3�� 3'r_ --� r� _3r. ¢� G BARS VERT -LENGTH CW BAR NO. & SPACING #4'&Z"' #4@/8' h`4 8'y #/`4916I �c�'/6:'_ # PI,?4 j_--� BAR LENGTH =- -g BAR NO. & SPACING -_ #4 &1011` @l '' OV16-'- #�@/O#4@ 8" #l/@8kl' BARS LENGTH 8% �� ld� Sir8 -//_ 8-/,8,_/1„ 8 _�r/F 11 BARNO. & SPACING-__ #7�'/O'' 8612" #6@8rr#601e 76/0' #7@/D" f BARS LENGTH F1 BAR NO. SPACING---- -- -- --- - �" BARS _& LENGTH -- _ - BAR NO. & SPACING fCa019'1 #.5O/4'' - BARS LENGTH G1 BAR NO. & SPACING---- #7@/f11 07012" '#7- @/t"_ 7@/.2" #7@/,?.. BARS LENGTH 61-o"', 'CoQ 0//,c/o// 6,: O/i 6� O/r H BAR NO. & SPACING - #5 &11 :; �G�'12''' #e.0 /O. @/0" .5 &/4" &/21' - BARS LENGTH 9//--� H1 BAR NO. & SPACING = #7Ca/¢'/. eOcw/Zrr #.569/0" #.5G /O /0" #7@/2" BARS LENGTH 3.1-0 ✓ ; O - -�6 ,�-O 5 -� ll 7 D NUMBER OF LONGITUDINAL REINF+4 BARS ' \ TOP SLAB :_ 70 P ?2 -7z _ 72 : .58 5510 OM SL A B - / `_' 8 5 � 56 56 ¢2 6 6 �&----e-- --- - O /► d L///l / / 01 01 P/LE –T/TANSl�E�PS� EXP.9HS/O.ti JO/NT JO/NT .�E/NF. i� /8 % ALL WALGS O AND 5LA85 CO.Sla,-/TUO/r09C .Q�/.l�F. �6-#4 EvUgllf'SPACEO /�VVE�Pl 4",x 6 ,,, � Mlemlllwcl')A'OeI'6D A' rp.S CdiYT. a 1151C `Y/,pe' P/LE CAS CDrI/T 3rrCC� p /2" 0 slpe/ce�' 1Gl/.rfr� ACT�•PN/�T� 30"D/r4. /V/L�o eeW7225/PED ;,%45 T/P cZi�F11. 93'y . 00 0 BATT SIDE WALLS +. BOX ;..._ - -_ :SECTION_#*. . zo 24 END BARRIER DlETAIL �,. . a .- - - -_:. -';; :- _ .)•. NO (SEE SHEET' 22+}, - FROM - �z¢ - 13�? f 84.64• 1-43 f 54. 40 11-Livo.=Oak,"Aye,? POPti4e 8006E PLAN, S1-,IEET 27, FOP CONSTRUCTION NOTES. CENTER WALLS - 40 04- 36 _ 30 3� �f6 - __- 177' 63.24 17- f A3 TYP. PILE AND PILE CAP SECTION TOTAL -- -/96 r�� s8 17� /�B l/Se 77Y/Ce:' Ty/S 57e�fG j-ax4Z /3Z AND ADDITIONAL Z (o # /D CONT. P69 SECT/ONS 1 E OR 'BOX- SECTION N O. 6 � (TOTAL. -4._0 P'> I.L. ES'4 ; _. W -. - - - - _., ,. A � B T/-/lS 0 SHEET. © [.citrus, PAve. f BOTN ENQS �� 0 . , _ .. 7� FSR ,t_Oc�-tON � E SHEET A gDD / =a HDRlzoN /_E�IGTH DEER THE MGriO P/PE ,4N0 BETGI/EEN Pll. ES. _ f, -� --- - - ' R.C.B. SECTION LOCATION SCHEDULE !` +. BOX ;..._ - -_ :SECTION_#*. . STATION. - - - - I. O CR SSIN.G END BARRIER DlETAIL �,. . a .- - - -_:. -';; :- _ .)•. NO (SEE SHEET' 22+}, - FROM - - TO 1 13�? f 84.64• 1-43 f 54. 40 11-Livo.=Oak,"Aye,? 07.06 Future; Ro64 2 BOTH'. ENDS 3 166 f 60.19 167' 68. 98 'Beech- Ave, f2 BOTH ENDS; 4 177' 63.24 17- f A3 [Local Rd. 1 BOTH ENDS -: OMIT SIQ 'ALK;); 5 X80 f 8 �' . 80 /3 X2.80 Edison ' f BOTH =ALK �2 " OMIT },. 6 Z01 t 71. /�e :00z f ;04,0100 E Poplar.; !AVe.- 1L`BOTH ENDS Z27-' 80.27 .Z�28 f ( 1.3I [.citrus, PAve. f BOTN ENQS DESIGN DATA LIVE LOAD HS -20-44 UNLESS OTHERWISE NOTED. COOPER'S E-80 FOR BOX SECTION NO. 2 DEAD LOAD EARTH LOAD PER MARSTON'S FORMULA: W = 110 P.C.F. KU = KU' = 0.150 BD = OUTSIDE WIDTH OF BOX PLUS 3 FEET SIDE EARTH 30 P.S.F. PER FOOT OF DEPTH INTERNAL WATER PRESSURE: 62.4 P.S.F. PER FOOT OF DEPTH WEIGHT OF CONCRETE: 150 P.C.F. ALLOWABLE STRESSES FC' = 4000 P.S.I. AT 28 DAYS FS = 249000 GRADE 60 STEEL FC = 1800 P.S.I. N = 8.0 SHEAR AND BOND STRESSES PER A.C.I. 318-63 ,t TENSILE STRENGTH OF ALL REINFORCEMENT STEEL = 60,000 P.S.I. 0 4r 1 ao�YNsTl����l ANO Sf'hlG� �A/z _,5=54`Z ONO S 0 17 vi '_"I/ % nv/ / REV'/SEO DETAILS V1 4-r 22-68 2 RELOC4rE P.O.& �� ` I-248� ASLC, r � f rl ✓� ngineers _ -- =s u.13 RECORD DRAWINGS 3 0790 i -, 4 2 rte, 2562 S. E.- DAL_E E. W' // ENGR. CITQI NO. DESCRIPTION APPR DATE APPR. DATE ' SCALE DESIGNED.BY V `P 6 - CHECKED BY D . E +� REVISIONS DRAWN BIrI_ G rtV a R DATE i JULY -1987 PASADENA (818) 792-3096 SANTA ANA (714) 979-1761 PALM SPRINGS (619) 320-4220 FILE NO. 11400r*211 �Jr APPROVED BY Q These Record Drawings have been prepared based -on information submitted, in part, by W.E. Blakely/ B.F. & Associates, Inc., and Western Land Concepts, Inc., that performed the field work on 1/30/90 through 2/8/90. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy nor for errors or omissions which may have been incorporated into these plans as a result. 5�0 �ANQSOF ESS/IA No. 4337 Exp. 6-30-92 No. C41360 � Exp -1-1-30-90 L.S. ���s�qj CMV \r OF CA F OF G AI HORiZ. LENGTH B, Bf, F, Ff, G AND H BARS HORIZ. LENGTH r C BAR = z WW > J 0: (D DBAR = WZ !` F > 4J l7 W W C,,C2 AND C3 BARS J > J HORIZ. LENGTH BAR DIAGRAMS B OR F BARS Bi OR Fi BARS SPACING SHOWN IN TABLE TOP & INVERT SLAB TRANSVERSE BAR DETAIL FLOOD CONTROL ENGINEER DATE CCR. G.3 641F z comer- -YSPL a ~ `/0l NT #15 = 541,11- ONO - # & = O/ '' 4 ONG 7 = 48 " L Ort10 *40,0 84R -� (R. C. BOX 5EG . N0. /) A DOI TION L 4 /0 CONT. 0 5 ~AOR B'DX SECTIONNO. 6 0VER /v w. 4 PIPE ONL Y -- TYP. AT S1 1 WALLS 5'yi�lM�T/3/c,4G �J�d�/r Ty/5 /OR T�/PGe 0OX s YMM�rr�jco� r3Cr/T T�/5 � '31,649 )�4 r0P,&71V61,r P1,,U,4G l� �G�•/� A Ar /14/ TOr0 O.Ar' 9446 llz�GG,y 61 449 ,r3 ,N3Qi�3 olo (TYP) A./N roP sGAAJ �' Dawe_// Y %5/OW4 F, �- 1A/ /3orrOM OP GG/4. GG/�. CGS rPOWZ5 r0 M,4Tchl5/Z, � o Q 5PW 1A/G of YfRr. ,03,4,45 �o �F BAR - , r�� /0 A OD/ T10/VAL & 0/0 CONT \\,�Ik mil �`�� Ca ,S" Fog BOX SECTION ND. to OVER M. W O. PIPE ONG Y- TYP ,QT /LATER/OR lYALLS r2 w r¢ w , TYP.+ MULTI -BARREL R.C.B.I SECTION �YMM�r�ic�G A�u7" rNiS � fog 5- ,C3�J/�/�EG ,SOX I r4 BOX CULVERT NOTES -1/2" EXPANSION 1. DIMENSIONS SHOWN FROM FACE OF CONCRETE TO STEEL ARE TO THE FACE OF FILLER MATERIAL BAR. 1" SMOOTH DOWEL I SEE,..__ OF BOX NOTES 2 CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON IAT 16* 0 0 WRAP OR LUBRICATE THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CEN - THIS PORTION TO TER LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. PREVENT BOND 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTI- 2,1TUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" SECTION F—IN h-�i I•— '801. — A 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTI- TUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" SECTION 803. 9" 9" EXPANSION CAP 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. TRANSVERSE EXPANSION JOINT 6. TRAVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE WINGI' CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTER LINE OF owECUftu CONSTRUCTION. dim 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUC- TURAL DETAILS. /543 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. ExP. /2-3/-92 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER r r 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. t'10'. LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL CON - T2 STRUCTION JOINTS OR SHALL BE SPLICED AS DESCRIBED IN NO. 11 BELOW. 2 a. LONGITUDINAL STEEL SHALL BE LAPPED A MINIMUM OF 20 BAR DIAMETERS AT N SPLICES. TRANSVERSE STEEL SHALL BE A MINIMUM OF LAPPED 30 BAR DIAME- TERS AT SPLICES EXCEPT AS SHOWN OTHERWISE ON PLANS. T 4" 'or 6" 30 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN DIAMETERS 2" BOTH SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE T/3 BASE OF THE WALLS, SHALL BE PLACED AT THE END OF EACH POUR, BUT THE 1 SPACING THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL It CONSTRUCTION JOINTS IN BOTTOM SLAB, TOP SLAB, AND SIDE WALLS SHALL BE TOP OF WALL IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. •.13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE i • 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 CENTER LINE OF THE BARREL ON THE OUTSIDE OF THE CURVE 4" TO 12 FOR MULTI BARREL BOXES. STRAIGHT BARS AND L -BARS IN WALLS SHALL BE �� ` 5156 xlorE SPACED AS SHOWN ON THE TYPICAL SECTIONS, WITH THE SPACING MEASURED T BETWEEN THE VERTICAL LEGS OF BAR ' S. TRANSVERSE JOINT 14. AT THE BEGINNING AND END OF ALL POURS, A CURTAIN OF REINFORCEMENT COM- POSED OF B, C, C2, D, F, G, AND H BARS SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. T2 15. THE VERTICAL WALL STEEL 'IN INTERIOR WALLS AND IN THE INTERIOR FACE OF 3 a EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF - - THE WALL. THE SPLICE SHALL BE 20 BAR DIAMETERS. 3ASE,_.DF...1lALL 16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C, C'2, D, JOINT DETAILS AND CW BARS HAS BEEN CALCULATED FOR A FOUR -INCH STARTER WALL. IF THE CONSTRUCTION HEIGHT OF THE STARTER WALL IS VARIED, THE VERTICAL LENGTH OF THE C C20D, AND CW BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A APPROVED BY A� IT�FONTANA 18932- CITY 8932CITY ENGINEER R.C.E. 3-2.-86 DATE 30 DIAMETER LAP BETWEEN THE BARS. THE LAPS SHALL BE BASED ON THE SMALLER BAR. SAN BERNARpINO COUNTY FLOOD CONTROL DISTRICT SCALE NONE PROJECT NO. DECLEZ CHANNEL 1400.23 DWG. N0.20 OF27 FORD GRAPHICS 080 Dwa` N40.1823