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HomeMy WebLinkAbout3100-5EXISTING NEW CHANNEL WALL CHANNEL FOOTING TO REMAIN INVERT SLAB W LONGITUDINAL CONSTRUCTION JOINT z #4012"O.C. NOTE: NOTE: '-4' LONG DOWEL, TYP WEEP HOLE AND PERVIOUS WEEP HOLE AND PERVIOUS PAINT WITH TACK COAT OF ASPHALT BACKFILL BACKFILL PAINT (TYP) OR GALVANIZED KEYWAY 3 AS APPROVED BY ENGINEER. N 2"O.C, FENCE SEE DETAIL 2 FENCE SEE DETAIL 2 $„ EXISTING CHANNEL WALL FOOTING PCC CHANNEL INVERT SLAB TO REMAIN. 1" MIN �- FS 1" MIN FS CORE DRILL EXISTING FOOTING. INJECT WITH EPDXY AFTER �r`,t/rte.// ���!/��!/;ti �'/ter/�`:// %IxX/ � INSERTION OF DOWEL = �° #5010" . D I #5010„ p` . EXISTING #5011 "O.C. o #4� 8„ D . 1 1 /2" o CLR, TYP a #4018" a 48 END OF BOX R=6*d d . �, . n - d �' 1 1 2" CLEAR N °° �:. , 8„ N _ a b d N W �� W • "' �A ° p d d d 6 M #4®10 1/299 1 d- � >CLR, TYP �' „ d _ WEEP HOLE--/ M WEEP HOLE - --- � -- -- .a _O - - --o" a 2'-0" d - - _ ~ m - ., • d " ' • . y s,� - e - D .d - •A • ° . - e>' - p - A p. n d atr a_ #4 BAR r �_ �_ _ :— p Q ° d "' R=6" U8- 4A FLOW DIRECTION D d l��— RCB TOP SLAB RCB TOP SLAB d Q d 4 BAR SEE SHT 3 FOR 1 1/2" CLEAR n SEE SHT 3 FOR # _ - RCB SIDE WALL _ DESIGN DESIGN SEE SHT 3 FOR - 5 BAR ®14" EXISTING #708"O.C. DESIGN 3'-0" TRANSITION PARALLEL TO RCB AXIS PERPENDICULAR TO RCB AXIS SIDE OUTLET DETAIL 11 CHANNEL INVERT SLAB CONNECTION DETAIL 1 PARAPET WALL 2 PARAPET WALL 3 SCALE: NOT TO SCALE 5 SCALE: 1/2"= 1'-0" 5 SCALE: 1"= 2'-0" 5 SCALE: 1"= 2'-0" 5 JOINT MAY BE FORMED WITH 1 g' NOTE: 1/8" HARDBOARD AND CUT BACK USE WEAKENED PLANE SAWCUT JOINT FOR TO THE ROOT OF THE CHAMFER _ INVERT SLAB & WALLS BETWEEN TRANSVERSE ON THE EXPOSED FACE. CONSTRUCTION JOINTS. SPACING OF SAWCUT 1" DEPTH " #4012 0 C LONGITUDINAL REINFORCING 2- 3/4'CHAMFER EXCEED JOINT 11D2.5'' CENTERS TOCENTER INT ALL NOT OF SAW T JOINT SEALANT LAP BAR 48 BAR DIA MIN " CLR 2" CLR EE DETAIL TYP SAW CUT 1" DEEP, MIN a TYPICAL 2- CLR SEE DETAIL 1B ON SHT. 3 REINFORCING 1B ON SHT. 3 �— a p -- a R `• =R n_ A If 3 1/2"CLR NEW CHANNEL 10 INVERT SLAB INVERT SLAB Q NOTE: SEE 5 BELOW p p. - a a. _ dA p ` p = . p a a FOR INVERT SLAB JOIN n .n a 11F- a A7, v n TO NEW WALL D• p - > p b ' ° • NT SEALANT a- - D I 00 - JOINT PREPARATION EQUAL EQUAL - JOINT SEALANT, TYP =x TRANSVERSE CONSTRUCTION JOINT JOINT FILLER---/<, CUT OR BUTT EVERY OTHER FRONT 1/2" EXPANSION _ EXTEND STEEL TRANSVERSE CONSTRUCTION JOINT CHANNEL WALLS FACE HORIZONTAL BAR AT JOINT. INTO WALL CHANNEL INVERT NEW CHANNEL �: (s" MIN) FOR CHANNEL WALLS FOR INVERT SLAB WALL SPACING: 50' CENTER TO CENTER ALONG CHANNEL SPACING: 12.5' CENTER TO CENTER ALONG CHANNEL CHANNEL INVERT SLAB AT WALL DETAILrZ�TRANSVERSE CONSTRUCTION JOINT DETAIL 5 WEAKENED PLANE JOINT DETAIL s SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 5 NOTE CHANNEL STRUCTURAL NOTES WALL EXPANSION JOINTS OCCUR IN BOTH REINFORCED CONCRETE BOX (RCB) WALLS 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR AND SHALL NOT BE LESS THAN AND CHANNEL WALLS. THREE INCHES UNLESS OTHERWISE SHOWN. JOINT SEALANT IS REQUIRED ON BOTH INSIDE AND OUTSIDE FACES OF THE CHANNEL WALL _ 2. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S' "BUILDING CODE SEE RC BOX DIMENSION TABLE JOINT SEALANT IS ONLY REQUIRED ON THE REQUIREMENTS FOR REINFORCED CONCRETE", (ACI 318-83), SECTION 7.1. INSIDE FACE OF THE RCB WALL G ON SHEET 3 FOR STEEL DETAIL Q _ REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-83 SECTION 7.3. tt 1 -(MIN) 24" 3. PLACING OF REINFORCEMENT SHALL CONFORM (TO THE AMERICAN CONCRETE INSTITUTES BUILDING CODE 411 LAN- - 4 IN PE = D R NO - 60�, HI - - GH CHA TE 2, T�' JOINT SEALANT pe p -4 c7 - a LINK FENCE w )f OF JOINTS SWILL OBE PERMITTED. NSTRUCTION ITRANSVE SE CONSTRUCTION JOINTS NTS IN WALLS AND SLABS SHALL ESHALL BE NORMAL OR RADIAL TO IN THE SAME PLANE. NO STAGGERING D = 2 / POS TYP N CONSTRUCTION. D _ 1 2" CENTERLINE 0 _ 1/2 EXPANSION .p /-EPDXY COATED p NE F d - Ang p p -..d -a_ - T - ' . 1 /2" PREMOLDED � 24 JA d EXPANSION JOINT FILLER 3/4" 0 PVC PIPE 5. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE TWO AND ONE-HALF INCHES FROM THE CONCRETE _ 12" CHANNEL WALL _ ; ; SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. A OR 8" PARAPET WALL 2'-0" 1" MAIN FS CAP r" 6. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. 18 LONG LIGHT ' CHANNEL z ji 7. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WEIGHT METAL INSERT. D t1A I.D.= O.D. OF POST INVERT SLAB WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL 4EA- FOR #5®12 O.C. + 3/4". BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. IIS eCUT-OFF DOWEL 3/4" CHAMFER TOTAL TRANSVERSE 9.50 a 8. LONGITUDINAL STEEL SHALL TERMINATE TWO AND ONE-HALF INCHES FROM TRANSVERSE CONSTRUCTION JOINTS. LENGTH �- - - 9. TRANSVERSE CONSTRUCTION JOINTS SHALL BE SPACED AT 50 FEET, MEASURED ALONG THE CENTERLINE OF OUTSIDE FACE OF WALL CONSTRUCTION, EXCEPT AS OTHERWISE SHOWN IN THE DRAWINGS. D RETAINING WALL 10. ALL OPEN CHANNEL WALLS SHALL BE FENCED IN ACCORDANCE WITH STANDARD DRAWING SHOWN IN THESE SPACING: 30' CENTER PLANS. D' " • ; ` TO CENTER MAXIMUM 11. ALL CONCRETE SHALL CONFORM TO SECTION 201-1 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, EXCEPT AS FOLLOWS: WALL EXPANSION • ALL STRUCTURAL CONCRETE SHALL BE 5000 PSI WITH "A" GRADATION IN ALL INVERTS AND 5000 PSI WITH FENCE EMBEDMENT DETAIL 8 9 "A" GRADATION FOR ALL WALLS. o RCB CUT-OFF WALL D ETA I L JOINT I N T D ETA I L DOWEL DETAIL I L 1 Q • CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES BOTTOM CONTROLS SPLASH PAD AND OTHER C) PROPOSED STRUCTURES SHALL BE 560-B OR C-3250. SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 5 SCALE: NOT TO SCALE 5 CONCRETE2HOU S ITO CONCRETE PLACEMENT WITHIN SUBMITTED DISTRICT RIGHT-OFICT F WAY.OR REVIEW AND APPROVAL AT LEAST o C1 I REV. REVISION DESCRIPTION DATE ENGR. aw DATE © SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT FESS CITY OF FONTANA, CAL�ORNlA a o QRo �,oN cio [:117Hem Inc. 1 re>= COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL /401oPRo ! e�q�` i BASE LINE AVENUE o Civil Engineering - Planning - Surveying - Public Works AWN BY: SCALE: USHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, i z MFp 10' x 8' RCB STORM DRAM IMPROVEMENTS NTS W m 9130 Anaheim PI Ste 120 - Rancho Cucamonga, CA 91730-5465.909-484-9090 �N No. 24573 � DESIGNED BY: CHANt4ELCONNECTION AND ATE- _ DIAL '- TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/05* PREPARED UNDER THE SUPERVISION OF: RLB RC B©X DETA�-S 10_17-00 N BEFORE DAYS BEFORE YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND q,�, c►v►� o���P •� Am1�Z 2 '� - �2 CHECKED BY. AP VED : DWG NO.: 5 �N TOLL FREE LO 1-800-227-2600 �F CAUF RICHARD L. BOWMAN R.C.E. 24573 DATE: R 3100 -- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. CITY ENGINEER' R.C.E. 51152 TE: 7 io