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Home My WebLink About3050-4TO P SLAB & REIN PER PLAN KNOCK—OUT PANEL FOR FUTURE INLET #4 Q 18" 0.( BOTH FACES 130 T TOb4 SLAB & REINF PER PLAN TEMPORARY CONC. CLOSURE WALL AT END OF PROJECT. BULK HEAD @ END OF BOX CULVERT O NOT TO SCALE NEW CONC. / 2, — 0" PLACE A 1/2 PP EXPANSION JOINT A MAX OF 2 TIMES SPAN STRUCTURAL NOTES i i i � 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR AND — — SHALL BE 2 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. EXISTING i PLACE A 1/2 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE CONSTRUCTION i EXP. JOINT INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", 2001 � NEW EDITION, SECTION 7.1. � CONSTRUCTION 4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE � INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE°, 2001 � EDITION, SECTION 7.5. � 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF � MANHOLE OR JUNCTION STRUCTURE OPENINGS. 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF THE JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF REMOVE CONC PARALLEL TO CONSTRUCTION. PARAPET &SPLICE TO EXIST'G 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1 INCHES FROM THE 1'-0•• LONGIT REBAR IN ALL MEMBERS CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELLED. CULVERT EXTENSION (::2 9• NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT SHALL BE PERMITTED OTHER THAN SHOWN ON DRAWING WITHOUT THE APPROVAL OF THE ENGINEER. NO MORE NOT TO SCALE 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 BE CONTINUOUS AND EXTEND THROUGH ALL CONSTRUCTION JOINTS. 12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN 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 THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. ALL CONSTRUCTION JOINTS IN BOTTOM OF SLAB, TOP OF SLAB, AND SIDE WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF THE JOINTS WILL BE PERMITTED. 13. 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 THE TYPICAL SECTIONS. SPACING SHALL BE AT THE CENTERLINE OF THE BARREL ON THE OUTSIDE OF THE CUVE FOR DOUBLE BARREL BOXES. STRAIGHT BARS AND L—BARS IN WALLS SHALL BE SPACED AS SHOWN IN THE TYPICAL SECTIONS, WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF THE BARS. 14. AT THE BEGINNING AND ENDING OF ALL POURS, A CURTAIN OF REINFORCEMENT COMPOSED OF B, C, C2, D, CW, F, G, AND H BARS SHALL BE PLACED 3 INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. 15. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF THE EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICES SHALL BE 20 BAR DIAMETERS IN LENGTH. 16. IN ALL SECTIONS, LAP C AND C2 BARS. THE VERTICAL LENGTH OF C AND C2 BARS HAS BEEN CALCULATED FORA 4 INCH STARTER WALL. IF THE HEIGHT OF THE STARTER WALL IS VARIED, THE VERTICAL LENGTH OF THE C AND C2 BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A 30 DIAMETER LAP BETWEEN THE TWO BARS. THE LAPS SHALL BE BASED ON THE SMALLER BARS. 3/4" DRILLED HOLE FILL EPDXY. APPROVED STRUCTURAL 18• REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. ALL REINFORCING DESIGN CRITERIA SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. EXISTING CONC. CONNECTION BETWEEN EXISTING AND NEW BOX- NOT TO SCALE Thornton-Tomasetti/ Coil & Welsh Engineers A WnFREon %x The Thornton-Toma�et� Qroy� 15892 South Pasadena Ave. Tustin, CA 92780-5415 (714) 505.2751- (714) 505.1689 fax New York, NY -Newark, NJ Trunbut CT-Boeta% MA O*mgo, L -Dd" TX,-Orar" County, CA Q�pF ESS/ pN�� KEUN y9 y -I! No. S 04029 jr,,r, * Exp. 9-30-04 /* C T TOLL FREE "WEP' i-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION LIVE LOAD H2O — S16 — 44 UNLESS OTHERWISE NOTED DEAD LOAD EARTH LOAD PER MORSTON'S FORMULA: w = 125 PCF Ku = Ku' — 0.150 Bd = OUTSIDE WIDTH OF BOX PLUS 4 FEET SIDE EARTH: 70 PSF PER FOOT OF DEPTH INTERNAL WATER PRESSURE: 62.4 PSF PER FOOT OF DEPTH WEIGHT OF CONCRETE: 150 PCF ALLOWABLE STRESSES f,' = 3250 PSI (AT 28 DAYS) (SPECIAL INSPECTION IS REQUIRED PER GREEN BOOK) fc = 1462 PSI n = 9 3 SHEAR AND BOND STRESSES PER A.C.I. 318 — 2000 REINFORCING STEEL: ASTM A615 GRADE 60 DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. QROF ESS ION J. No. 36052 M a: Exp. 6/302004 s�qT c1 V t\' F OF cA'_ 19. FOR BOXES WITH COVER GREATER THAN THOSE SHOWN IN TABLE, USE NEXT GREATER COVER BOX CULVERT SIZE AND REINFORCEMENT. 20. QUANTITIES ARE APPROXIMATE AND FOR DESIGN PURPOSES ONLY. 21. FOR BOXES WITH SPAN LESS THAN THOSE SHOWN IN TABLE ( SUCH AS TRANSITION) USE NEXT GREATER SIZE BOX CONCRETE DIMENSION AND REINFORCEMENT. MAKE NECESSARY CHANGES IN BAR LENGTHS AND QUANTITIES. Prepared By: ALLARD ENGINEERING =Fz"= Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 Cv, M 12- • - �f Raymond J. Allard, R.C.E. 36052 Date (expires 6/30/2004) CITY OF FONTANA, CALIFORNIA BASELINE AVENUE STORM DRAIN -PHASE 2 -STAGE 1 DRAWN BY: SCALE: YN STRUCTURAL DETAILS AS SHOWN DESIGNED BY: DATE: YN - - DECEMBER, 2001 CHECKED BY: APP OVED BY• DRAWING NO.: 4, RJA nn �` IL3 ITY ENGINEER R.C.E. 51152 DATE--. V