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Home My WebLink About3399-9-1 At Y imr FACE r PLATE LINE INti 2 EXTRA 15804) ON 2 SIDES OF MANHOLE FRAME ANO COVER CATCH BASIN MANHOLE FRAME AND COVER - 15M 0 300 88(•4012.1 EACH WAY 5 mm(1/4.1R FACE PLATE ASSEMBLY STREET. GUTTER. OR LOCAL DEPRES- ION SURFACE-, • X100 mm (4')R -FLOW LINE WEL ((TTYP.)j CURB LINE STEPS -� C N E N m• mm �75 (3•)R h 100 mm (4")MIN. • 300 mm 75 mm Or/MAX. (3.1R 3s2 .. SLOPE. DOWEL (TYP.) PLAN OPTIONAL SUBGRADE B SECTION A -A CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS MAX w MAX V t REINFORCEMENT REQUIRED IN FRONT REAR BOTTOM END WALL. WALL SLAB WALL 1.0 m(3.51 2.4 m(8') 150 mm(61 1.0 m(3.51 3.5 mat) 200 mm(8'1 2.0 m(7') 1.88(6'1 150 mm(6') 2.0 MIT) 3.5 m(121 200 mm(8.1 4.0 m(14') 1.2m(4') 150 mm(6•) 1 2.4 m(8') 150 mm(6•) 4.0 0 i E 99 m(14' ) o N A 3.5 m(12'1 1.2 m(4' ) 1.8 m(6') 2.4 m(8') 200 mm(8") 150 mm(61 150 88(6.1 200 mm(8•) 3.0 m(10') 3.5 m(121 200 mm(8") 200 mm(8•) 130 mm(61 200 mm(8') 150 mm(61 200 mm(8') 150 mm(61 % E j 200 mmt8•) N j 250 mm(10') 150 mm(61 j 200 mm(8') � 200 88(8.1 230 mmtO•) E 250 mm(101 / T 15U 0 300 m 40121 D FOR W ) 9 m(28'), Y > 3.5 mpg) OR B ' 1.2 m(4') SEE PROJECT PLANS AMERICAN PUBUC WORKS ASSOCIATION • SOUTHERN CAUFORNIA CHAPTER PROMULGATED BY THE PUBUCCURBADPENING 1984 REy 1990 CATCH BASIN STANDARD PLAN METRE 300-2 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5' 5' 6' 5' NOTES: PROPOSED MAY BE CLASS SHALL BE AROUND FULL WIDTH GRADE. TO THE NOT BE LONGITUDINAL GRADE BE OUTLET. OF AT VERT OF PIPE SPECI- BASIN. PIPE SHALL AT A WITHIN SHALL BE IS LESS THAN IS LOCATED ANY CASE AVOID CUT- THE STEPS. SHALL TOP TO THE THE EOUAL BE I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY. USING THE SAME OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') DEEP SAWCUT CONTINUOUSLY THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS. INCLUDING ACROSS THE OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A AND LATERAL SLOPE OF I: 12 MINIMUM AND 1: 3 MAXIMUM. EXCEPT WHERE THE GUTTER EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE 4. DIMENSIONS: B = 970 mm(3'-2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5'). VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT 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'). Y 1 = Titf., DIFFERENCE INEVATION BETWEEN THE TOP OF THE CURB AND THE T INLET. NOTED ONTHE PROJECT PLANS. 6 H = NOTED ON THE PROJECT PLANS. W = NOTED ON THE PROJECT PLANS. A = THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE FIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT. ALL AROUND. 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 USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO TING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS BE SPACED 300 mm(12') APART. THE TOP STEP SHALL BE 175 mm(7') BELOW THE MANHOLE AND PROJECT 65 mm(2-I/21. ALL OTHER STEPS SHALL PROJECT 130 mm(51. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG 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 VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL 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 300 - 2 SHEET 201= 2 CURB OPENING CATCH BASIN CCZ CSI _o EWt 0OZOOXZO CURB POINT E N POINT A CURB CATCH OPENING BASIN (S) wo 1 POINT D -.---DIRECTION OF FLOW N PLAN wo POINT G -'--DIRECTION OF FLOW N N POINT B '-POINT C. 01N7 A FLOW LINE PROFILE - CASE A CURB POINT A L CURB OPENING_. CATCH BASIN (S) _ fir WD '1 11 POINT D FLOW LINE INT B POINT F DIRECTION OF FLOW --`- I CURB I FACE + H I SECTION A -A PLAN WD L POINT D `--POINT G --..-DIRECTION OF FLOW 450 mm C1.51)1 :• POINT A POINT 8 • 'POINT C FLOW LINE PROFILE CASE B 257 11") 15O mm (6") - 1 50 mm (2') CURB GUTTER / W - re cr zcci r CURB & GUTTER] -POINT D -LOW UNE 25 mm (Y) 150 mm (61 25 mm (11 SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER PROMULGATED I3Y THE FusuC Os STANDARDS 1884 • REV. 1986 LOCAL DEPRESSIONS AT CATCH BASINS SANDARDPLAN 313 c 1 SHEET 1 OF 4 , USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION RECORD DRAINING THESE RECORD DRAWINGS HAVE SEEN PREPARED, 114 PART, ON THE BASIS OF ItiFORMATION COM?L D AND FURN;SHE 3 BY OTHERS. THE ENa!t EER W LL NOT BE RESPONSJ3LE FOR ANY ERRORS OR CUSS:DNS ¥MCH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF NOTE: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS, A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3. IN EXISTING STREETS WHERE NO ,PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS • AT POINTS A AND 0, RESPECTIVELY.-- THE ELEVATIONS OF POINTS P AND R SHALL BE SET Hz HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO .GUTTER ADJACENT TO. THE LOCAL DEPRESSION, THE ELEVATION OF EDtNT- E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H NOTED ON THE PROJECT PLANS. - H1 - NOTED ON .THE PROJECT PLANS. H2 - NOTED ON . THE PROJECT PLANS. H3 - NOTED ON THE PROJECT PLANS. G - 600 mm (2 Feet) K L - M N WD - 1.5m (5 Feet) 1.8 m (6' Feet) 1.2 m (4' Feet) 1.5 m (5 Feet) CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR 'CONSTRUCTION SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 313 -1 SHEET 4 OF 4 LOCAL DEPRESSIONS AT. CATCH - BASINS : BENCH MARK: t 8-17 CALTRANS BENCHMARK 8-17. A BRASS CAP IN THE CONCRETE BASE OF THE SOUTH LEG OF AN SCE TOWER OASEVNRD2.6M�EESTFSNNE 5 S OF SIERRA AVE. ELEVATION: # 1428.609 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP SHOWN AS 0012 5cE OEN RECORD OF SURVEY MAP FILED IN R.S.B. 111/99-103 DIAL BEFORE YOU DIG EET ITWO WORKING DAYS BEFORE YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE 1 ENGR. CITY DATE lRECD DV G. 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. q4 -i.,51 ail- 1 I -;o•cf Prepared Under The Supervision Of : PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 ate : q'15.173 EXP. 9-30-05 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS DRAWN BY: MA DESIGNED BY: EF CITRUS HEIGHTS DETAILS SCALE: AS SHOWN DATE: MAY 2003 CHECKED BY vry APPROVED BY: � �,• /el/743 CITY ENGINEER R.C.E. 51152 DATE DRAWING NO.: 3399 9 126-1686; TRACT NO. J:\126-1662\streetsS.ST14.dwa. 09/25/2003 10:51:39 AM. GB.GB