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Home My WebLink About3247-9CD v L vZ LLJ I U o l �m of O U U Tw v� 3 X v 0 0 (' E C N v � a 0 U U-) �C) oa C:) N 00 to �z w 00 3 z 0 a u 0 J FACE PLATE --�� SCORING L I NE ----J 2 EXTRA 15M(04) ON 2 SIDES OF MANHOLE FRAME IAND COVER ICATCH BASIN E MANHOLE FRAME E AND COVER ---i o IN I A 1 I I A flr) STEPS A+ j E ir_ E a % N u I l U l� �� rl DOWEL (TYP.) PLAN 15M 0 300 mm(04C42') EACH WAY �_TCI5 mm(1/4')R v I 1 + FACE PLATE ASSEMBLY STREET, GUTTER. OR LOCAL DEPRES- SION EPRES- SION SURFACE -7 100 mm REVISION DESCRIP11ON NOTES: a PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. -- (4')R I00 mm SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE J ac _. I FLOW LINE 75 mm , v ;�j ` (3 )Rm, o THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH w -- E OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE. za DOWEL/ w>- E BAS I N. E 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE (TY P.) SHAPED BY PLASTERING. E E Z AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE N ul N EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE N r 1 CURB LINE REVISION DESCRIP11ON NOTES: STEPS PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. -- f I00 mm SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE 300-21984 (48)MIN. POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS 300 mm 75 mm , USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (12')MAX. j (30)R -' o THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH w -- OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE. za COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE w>- BAS I N. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE o� SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL Z AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE o�c EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE OPTIONAL SUBGRADE ao 4. DIMENSIONS: B = 970 mm(3' —2') B Hz CL V O THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS SECTION A -A 100 mm { l 3: 2 SLOPE +> tF Q cr CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION 200 mm(8') IOM(@4) 90° E " ti M DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER REVISION DESCRIP11ON NOTES: STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. CURB -.OPENING CATCH BASIN METRIC GREENBOOK COMMITTEE SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE 300-21984 POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS REV. 1996 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURB OPENING CATCH BASIN TOLL FREE 'EMP' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOT TO SCALE REVISION DESCRIP11ON NOTES: _k STANDA PLAN MET G _EN300K COMN41TTEE 1984 I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED 120 - REV. 1936 SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE [USE WITH STANDARD SPECIFICATIONS FOR PUBLIC W' ORKS CONSTRUCTION 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 BAS I N. 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 AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS: B = 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 = 1.35 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'). V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP 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(3') PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL, AND 75 mm(30) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACt NT 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(12n) APART. THE TOP STEP SHALL BE 175 mm(70) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') 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 CURB OPENING CATCH BASIN 300-2 SHEET 2OF2 CURB OPENING CATCH BASIN TOLL FREE 'EMP' 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOT TO SCALE 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. MERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTE REVISION DESCRIP11ON CURB AND GUTTER BARRIER _k STANDA PLAN MET G _EN300K COMN41TTEE 1984 120 - REV. 1936 SHEET 1 OF 1 [USE WITH STANDARD SPECIFICATIONS FOR PUBLIC W' ORKS CONSTRUCTION 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. MERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTE PR LCASTAND RD P.B�J KS STANDARDS l.�iC. CURB AND GUTTER BARRIER _k STANDA PLAN MET G _EN300K COMN41TTEE 1984 120 - REV. 1936 SHEET 1 OF 1 [USE WITH STANDARD SPECIFICATIONS FOR PUBLIC W' ORKS CONSTRUCTION PCC CURB AND GUTTER DETAIL NOT TO SCALE QF...COQD D9-&\VlUG 06/07 CITY OF FONTANA, CALIFORNIA Al r-03 /0, e�o�F 1131 W. 6th sT.,SU7 350, ONTARIO, CA 9,7x2 CITRUS AVENUE WIDENING IMPROVEMENTS (909) 933-5225, (909) 933-5228 FAX DRAWN BY: CONSTRUCTION DETAILS SCALE: No. 30006 � Prepared Under The Supervision Of : NO SCALE * Exp. 9/30/07 * DESIGNED BY: DATE. KC 112J'S AVENUE 8/17/05 X04 CHECKED BY: A ROVED DRAWING NO.:737 VF \4 /2 - CA� Date 1 �i� l 3247 - _ ... SF CITY E GIN ER R.C.E. 51152 DATE: