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Home My WebLink About3210-6IN 0+00 0+00 '15M 0 300 mm(04012*1FACE PLATE EACH WAY ASSEMBLY 5 mm(1/4')R STREET, GUTTER. OR LOCAL DEPRES- BION SURFACE .. 3.2 (4O)R j �. L SLOPE STEPS DOWEL (TYP.)- PLAN �v FLOW LINE STANDARD PIAN 5 mm � C U RB�,O P E N I N G CATCH BASIN FACE GREENBOOK COMMITTEE __ 300 1 1830 PLATE REV' lew DOWEL CONNECTOR PIPE E E ) SCORING I 2440 OR MONOLITHIC u_. LINE mm CURB LINE CATCH BASIN N in N q 4 s 610 915 1220 1 1520 915 1 1220 1 1520 1 B CONNECTION tF V I 2 EXTRA 15M(•4) 2440 STEPS (m) � SECTION A -A ON 2 SIDES OF 6.0 3.0 6.0 3.0 0 3.0 6.0 3.0 0 LO 6.0 3.0 6.0 3.0 6.0 3.0 6.0 3.016.0 3.0 J I I( MANHOLE FRAME I I f 2440 1 mm m= 1 AND COVER 180 ITco 180 180 (4•)MIN. W. 4 90- E I 1E 190 190 190 190 v 205 205 300 mm 75 mm 205 230 205 CATCH BASIN E 230 DOWEL DETA I L DATA AND REINFORCEMENT REQUIRED IN FRONT REAR 1BOTTOM1 END WALL WALLI SLAB IWALL STRUCTURAL 1129MAX. (3')R ALL REINFORCEMENT MANHOLE FRAME E { 255 D B') 150 mm(61) 150 mm(69 21 200 AND COVER o ;( 150 150 Z' as 150 165 150 165 150 150 165 180 150 165 A Io a A M �. 180 165 180 165 _t 150 180 165 190 180 205 180 205 180 215 180 205 150 150 205 230 STEPS DOWEL (TYP.)- PLAN AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER �v L- STANDARD PIAN PROMULGATED THE PUBLIC WORKS STANDARDS ARDS INC. � C U RB�,O P E N I N G CATCH BASIN GZ GREENBOOK COMMITTEE __ 300 1 1830 - REV' lew OPTIONAL SUBGRADE CONNECTOR PIPE _10 Qom. 3660 2440 OR MONOLITHIC HEIGHT mm 610 CATCH BASIN 1220 610 915 1220 1 1520 915 1 1220 1 1520 1 B CONNECTION Q, I I oroi 2440 Maximum Earth Cover (m) 3.0 SECTION A -A _ 6.0 3.0 6.0 3.0 0 3.0 6.0 3.0 0 LO 6.0 3.0 6.0 3.0 6.0 3.0 6.0 3.016.0 3.0 J I I( \ 3.0 f 2440 100 mm (49R 1 200 mm(8') IOM(•4) 180 ITco 180 180 190 190 90- E I 1E 190 190 190 190 v 205 205 �v P 205 230 205 1230 215 230 DOWEL DETA I L DATA AND REINFORCEMENT REQUIRED IN FRONT REAR 1BOTTOM1 END WALL WALLI SLAB IWALL STRUCTURAL 240 215 ALL REINFORCEMENT AND SLAB DIMENSIONS REQUIREMENTS 255 t t B') 150 mm(61) 150 mm(69 21 200 mm(8•) 200 mm(81) AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 00-2 300-2I - STANDARD PIAN PROMULGATED THE PUBLIC WORKS STANDARDS ARDS INC. � C U RB�,O P E N I N G CATCH BASIN . � METRIC _ GREENBOOK COMMITTEE 1520 300 1 1830 - REV' lew SHEET 1 OF USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOT TO SCALE 0+00 NOTES: I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE. COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A.STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1. 12 MINIMUM U AND 1:3 MAXI M M U EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL X SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: 8 = 970 mm(3'-2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET =L35 m(4.51. VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12'). _VI= THE DIFFERENCE IN ELEVATION BETWEEN THE TDP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A = THE ANGLE, IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 80 mm(31 PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN.WHENEVER ANGLE 'A'IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mm(71 BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(51. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 00-2 300-2I 1220 CURB OPENING CATCH BASIN SHEET 2 OF 2 REV. REVISION DESCRIPTION Q O Q-R5COP-D VrZAWING, A _ ADDED LATERAL "O TOLL FREE "w "1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PLAN 1'= 40' 1 0+00 +00 SPAN (mm) 1220 1520 1220 4270 Number 3050 1520 9 10 1 1 12 15 20 1830 2135 3660 2440 HEIGHT mm 610 1 915 1220 610 915 1220 1 1520 915 1 1220 1 1520 1 1830 915 1220 1520 1830 2135 1220 1 1520 1 1830 12135 2440 Maximum Earth Cover (m) 3.0 6.0 3.0 6.0 3.0 6.0 3.0 6.0 3.0 6.0 3.0 6.0 3.0 0 3.0 6.0 3.0 0 LO 6.0 3.0 6.0 3.0 6.0 3.0 6.0 3.016.0 3.0 6.0 13.0 16.0 3.0 6.0 3.0 6.0 3.0 16.0 3.0 16.0 3.0 6.0 2440 Roof T mm 180 180 180 180 180 180 190 190 190 190 190 190 190 _6 _6 190 205 205 205 205 205 205 205 205 205 230 205 230 205 1230 215 230 215 230 215 240 215 240 215 255 215 255 215 255 6.0 Walls I overt T2 mm T3 mm 150 150 150 150 150 150 150 150 150 165 150 165 150 150 165 180 150 165 150 150 180 165 180 165 180 165 190 150 150 180 180 205 150 180 165 190 180 205 180 205 180 215 180 205 150 150 205 230 150 180 165 205 230 205 190 180 230 205 215 205 240 230 205 230 150 205 180 165 240 205 190 180 255 205 215 205 240 255 205 255 215 270 205 255 13.0 S acro mm 75 175 175 175 1 175 175 215 150 215 140 215 140 215 140 190 125 190 125 190 125 190 1 165 125 165 '1 165 140 165 140 165 140 150 125 150 125 150 1 1 5150 125 150 I 1 , 305 "a" Size or 19 19 19 19 19 19 22 19 22 19 22 19 22 19 22 19 22 19 22 19 22 19 22 19 22 19 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 270 "e" Size Bar 13 13 13 16 16 19 13 13 13 13 16 16 19 19 13 13 16 16 19 19 22 19 13 13 16 16 19 19 19 22 22 22 16 16 16 19 19 19 9 22 22 22 290 Concrete m 31M 0.69 0.69 0.78 0.78 0.87 0.94 0.83 0.85 0.93 0.95 1.02 1.1 1 1.16 1.27 1.09 1.14 1.18 1.32 1.32 1.48 1.48 1.70 1.27 1.38 1.36 1.56 1.50 1.72 1.68 1.95 1.92 2.21 1.52 1.77 1.66 1.96 1.81 2.24 2.05 2.50 2.24 2.80 290 No kg/m 71 71 74 82 86 100 86 89 86 101 100 121 122 156 1 04 121 122 143 144 179 18.9 220 140 140 156 176 180 219 193 263 238 286 183 225 195 254 1204T295 238 320 286 375 SPAN (mm) 1220 1520 1830 2135 2440 3050 3660 4270 Number 3050 8 9 10 1 1 12 15 20 3660 Slope 1 Slope 1 -Ij s 4270 elev = Invert elev HEIGHT (mm) 1520 1830 2135 2440 1 2745 3050 1830 2135 2440 2745 1 3050 1 3350 1 3660 2135 2440 2745 3050 3350 3660 3960 1 4276 Maximum Earth Cover m 3.0 6.0 3.0 16.0 3.0 6.0 3.0 16.0 110 6.0 3.0 6.0 3.0 6.0 3.0 16.0 3.0 6.0 3.0 16.013.0 6.0 3.0 6.0 3.0 6.0 3.0 6.013.0 6.0 3.0 16.0 13.0 6.0 3.0 tables, a special design is required. 4. It is permissable to eliminate the 180' hooks on every other bar. 5. "e" bars are at halt spacing (spans 3050 mm- 4270 mm only). 6. "a" bars are at half spacing (spans 3050 mm - 4270 mm only). Raaf T1 mm 205 27D 205 1 270 205 270 205 1 270 1 205 270 215 280 215 305 215 305 215 305 215 1 305 1215 305 240 305 240 305 240 355 1 240 355 240 1 355 1240 355 255 355 255 1 355 270 355 280 355 Wal Is 2 mm 205 205 205 230 205 230 0 2 5 255 215 290 240 320 205 255 215 270 215 270 215 290 230 320 270 345 290 380 240 280 240 290 240 290 255 320 270 355 290 380 320 420 345 445 I overt T3 mm 205 280 205 1 280 205 280 205 280 205 280 215 280 215 320 230 320 230 320 230 320 230 320 240 330 255 330 255 370 255 370 255 370 255 370 270 370 270 380 280 380 290 380 Spacing P mm 325 300 300 300 7 2 5 275 250 7 2 5 275 250 7 2 5 250 225 250 225 250 225 250 200 250 0 2 0 250 250 225 225 200 250 225 250 225 250 200 250 200 2 0 5 200 200 250 250 250 2 0 5 225 ** d� Size Bar 1 9 22 1 9 22 19 22 19 22 19 19 1 9 19 19 22 19 22 19 22 19 22 o 1, 22 19 19 19 1 9 22 27_ 22 22 22 2222 22 22 22 1 9 22 19 22 1 9 22 Size Bar 19 22 19 22 1 19 22 19 22 19 19 22 22 19 22 19 22 19 22 19 22 19 22 22 22 19 22 19 22 22 22 22 22 22 22 22 22 19 25 22 25 22 25 "b" Dimension "B" Dimension "B w mm mm 900 1475 900 1525 900 11475 925 1525 900 1475 1 1 5C 1525 900 1475 1150 1525 900 1475 1 151 1525 900 1400 1 150 1400 950 1850 975 1800 153 1900 1501 2025 151 1900 1501 2025 1001 1500 1501 1500 1 OC132511 1500 1500 1011325 1500 1500 11325 1325 1325 1325 850 1975 1275 2150 1025 2150 1325 2550 1025 2150 1375 2550 1025 1850 1375 1850 1075 1850 1375 1850 1075 1850 1375 1850 1075 1525 1375 1850 1450 1375 1850 1850 c c Size Baru Dimension "C" mm 19 1025 22 1025 9 2250 22 1425 19 2325 22 1425 9 2500 22 1425 22 2325 22 1425 22 2325 22 1425 19 1325 22 10 9 2475 22 1700 9 2475 22 1700 9 2475 22 1700 9 2475 22 1700 22 2475 22 1700 22 2475 22 1700 22 1225 22 1275 22 2075 22 2075 22 1800 22 1800 22 1850 22 19L' 22 2725 22 1950 22 2725 25 1950 25 2725 25 1950 25 2725 25 1950 * e Size Bar 13 13 13 13 13 13 13 13 3 13 16 16 13 3 13 3 13 3 13 13 3 13 16 16 16 16 13 13 13 3 13 13 13 13 13 13 13 16 19 19 19 9 Concrete m3/nn 2.01 2.50 2.14 2.74 2.26 2.88 2.38 3.17 2.58 3.50 2.98 3.93 2.49 3.50 2.72 3.73 2.81 3.89 3.00 4.22 3.21 4.63 3.78 5.04 4.22 5.56 3.36 4.73 3.51 4.93 3.67 5.10 3.89 = Reinforcement kg/m 284 397 347 424 387 484 446 504 467 487 536 555 439 539 525 609 543 625 598 615 618 631 655 701 696 795 557 701 668 777 663 874 668 * See Note 5 See Note 6 See Note 9 11' x 9'(3350mm x 2745m /b-'�B USE 12' x 9' VALVES "c" " 3660 x 2745) . l "b" bar c' bars l'b"� bars 50 a' bars MSee Note 6 • • S alio o. � Sacro r7 1;1See Note 7 ROOF SECTION #13 Total 3 SPANS 3050 mm THRU 4270 m INVERT SIMILAR 50 noon Cir Typ "b" bars =3 m • etr►c July 1, 1999 PIANS APPROVAL DA78 an• aesa c"'M=609= or to -a asof elve � .f. t-pl n "d" bars, for earth covers up to and including 3.0 m Span (m m) 1220 1520 1830 2135 2440 3050 3660 4270 Number 7 8 9 10 1 1 12 15 20 nve t elev Slope 1 : 5 5.45 4.26 5.95 4.64 6.46 5.17 7.04 5.72 7.55 m> 45 Dia la SLOPED INVERT �D 863 732 887 799 900 839 943 899 1130 San, S Invert Slope 1 Slope 1 -Ij s elev = Invert elev _ Invert elev d' - = z S/4 OE RCB S/6 S/3 -D T � ) :>z FLAT INVERT V INVERT TRAPEZOIDAL INVERT ALTERNATIVE INVERTS d NOTES CD 0 1. For boxes with span or height less than any of these shown in table, use next greater size box concrete dimensions and reinforcement. Make necessary changes in bar lengths and quantities. M_ 2. Quantities are approximate and for design purposes only. 3. For boxes with span or height or cover greater than those shown in tables, a special design is required. 4. It is permissable to eliminate the 180' hooks on every other bar. 5. "e" bars are at halt spacing (spans 3050 mm- 4270 mm only). 6. "a" bars are at half spacing (spans 3050 mm - 4270 mm only). 7. Provide paving notch when top is exposed and when pavement is portland cement concrete, and adjust quantities. 8. For design and details not shown, see Standard Plan D82. 9. For exposed top, provide #13 @ 450 mm each way (600 mm lap "c" bars of full span and adjust). STATE OF CALIFORNIA DEPAMENT OF TRANSPORTATION RT CAST -IN-PLACE REINFORCED CONCRETE SINGLE BOX CULVERT nm NO SCALEME ALL DIMENSIONS ME IN MILLUI TERS UNLESS OTHERWISE SHOWN D O O o