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Home My WebLink About2980-9U w DOWEL (TYP.) PLAN iY V ' 15M 0 300 mm(940120) EACH WAY 75 mmp/49)R 100 mm OF fi II �LqN FACE PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. PLATE FLOW LINE SCORING et I LINE 1984 2 EXTRA 15M(*4) I I (TYP.) ON 2 SIDES OF SHE i MANHOLE FRAME I PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, 6q -E. RANCHO CUCAMONGA, CA 91730 E (� �8-1311 Date : i - LS-�Z AND COVER DRAWN BY: SCL SS BASIN E E DESIGNED BY: ScL ICATCH MANHOLE FRAME AP D BY: AND COVER o IN w �., POINT A t z 4 Q STEPS ` =- Ata_1 fl N C o w DOWEL (TYP.) PLAN iY V ' 15M 0 300 mm(940120) EACH WAY 75 mmp/49)R 100 mm STANDARD PLAN 300-2 �LqN (4•)R PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. jj u R B�,O P E N I N G CATCH BASIN FLOW LINE GREENSOOK COMMITTEE et DOWEL 1984 E (TYP.) REV. IM SHE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, 6q -E. RANCHO CUCAMONGA, CA 91730 E (� �8-1311 Date : i - LS-�Z N DRAWN BY: SCL SS c DESIGNED BY: ScL CURB LINE AP D BY: POINT D STEPS �., POINT A t WI z OI,. W>. XI.- D OIL'- cr_z Jo Q oN 4v I j 100 mm [ J 75 (3, E 100 mm (49MIN. 300 mm 75 mm U21MAX. (399 - +" OPTIONAL SUBGRADE B FACE PLATE ASSEMBLY STREET. GUTTER, OR LOCAL OEPRES- SIGN SURFACE 3:2 SLOPE +s tF Q II cc a CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION SECTION A -A 200 mm(6') IOM(04) 90° DOWEL DETAIL . AMERICAN PUBLIC WORKS ASSOCIATION . SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-2 �LqN STANDARD PLAN PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. jj u R B�,O P E N I N G CATCH BASIN TRIC GREENSOOK COMMITTEE ,r, 300 1984 N L - yyp L----- REV. IM SHE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION OCG z4F �g 0.�- -.J to U I CO 0 � U CASE "B" CATCH BASIN NO.3 W=21's V=4.02' SCALE: 1" = 10' ET 1 OF 2 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 LATERALS P 1: SLOPE OF 12 MINIMUM AND I: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(4.59. 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 1 = 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(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"l APART. THE TOP STEP SHALL BE 175 mm(7") 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 300-2 �LqN CURB OPENING CATCH BASIN SHEET 2 OF 2 RECORD t O R:. , w THESE RE -' 6. erD URAWINGS HAVE BEEN PRF PART, ON THE 8''ASIS OF INFORMATION GOM;( 'f " "'Noy FURNISHED, BY OTHERS. THE ENGINEER WILL RESPONSIBLE FOR ANY ERRORS OR OM15 HAVE BEEN INCORPORATED INTO THE DOC(: ,.°L.)' . i A RESULT THEREOF. -- -w-b 1.1 rgj TOLL FREE ��1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION CASE "B" CATCH BASIN NO.4 W=21', V=4.84' SCALE: 1 " = 10' co N Ky-� �---- W - L N wZ ,La CURB OPENING_ _ = _ c CATCH BASIN (S I wad w3z5 I I I I B CURB-' POINT A 450 mm S CURB ' (L5') POINT B yT POINT D GUTTER ` SPOINT C C I �AI�• SAD 4y �OI POINT E W w U POINT F A. p- B POINT G LL -DIRECTION OF FLOW ' V �N r --DIRECTION OF FLOW j pj N K WD L N� z �- POINT B POINT C POINT D POINT A FLOW LINE PROFILE FLOW LINE CAS A N- L WD L N W -Z �Z _ ^ W H�v CURB OPENING - E o W CATCH BASIN (S) I"" ' ' - ' ' 1 wa� = II II 'a3zQ C _-__- - CURB CURB POINT A POINT B STR9i POINT D & POINT C ygtly�C � GUTTER J POINT E 11 POINT F C r ¢ DIRECTION OF FLOW -� �LqN POINT G ¢ '� � m AT CATCH BASINS - METRIC 313-1 REV. 1M -DIRECTION OF FLOW USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION c N L - yyp L----- N Z 0 QROFESSiON XW"I'4S S Fti L No. 62183 Exp: 9-30-05713 � � kP FOFCALIFO PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, 6q -E. RANCHO CUCAMONGA, CA 91730 E (� �8-1311 Date : i - LS-�Z STREET I M P DRAWN BY: SCL SS F DESIGNED BY: ScL CHECKED BY: AP D BY: POINT D �., POINT A POINT B POINT C FLOW LINE PROFILE -FLOW LINE CASE B 25 m (i"} 150 mm (6") 25 mm (1") 150 mm (6") 25 mm (1") M----- M,G,OR VAR. VAR. `• �, 50 mm VAR. VAR. (21 I FACE + H g ^ P VALLEY RIDGE" u . VALLEY I P E.,a C" E„� °. j D P•' D P . A i • s• SECTION A -A SECTION C -C SECTION B -B AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC., GREENBOOICCOMMITTEE ,1"4 AT CATCH BASINS - METRIC 313-1 REV. 1M SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CASE "B" CATCH BASIN NO.1 W=28', V=4.62' SCALE: 1 " = 10' DATE ENGR. CITY 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 -0 STANDARDS IN EFFECT. 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 D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL •BE SET H2 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 -O 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 = 1.5 m (5 Feet) L = 1.8 m (6, Feet) M = 1.2 m (4 Feet) N = 1.5 m (5 Feet) WD= 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 METRIC LOCAL DEPRESSIONS A" CATCH BASINS 313-1 SHEET 4 OF 4 T N \ 20 C) m cQ. -I- U O CASE "B" CATCH BASIN NO.2 W=12', V=4.70' SCALE: 1 " = 10' BENCH MARK: No. 615 ASI$ OF BEARINGS RAILROAD SPIKE AT INTERSECTION HE BEARING OF N89'30'06"E ALONG OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE N0. 9011E ON THE EAST SIDE OF CITRUS AVE. HE No. LINE OF SEC. 30, T.1 N.,R.5W., WAS USED AS .B.M. PER R.S. BEARINGS [HEBASIS OF BEARINGS FOR THIS SIERRA LAKE ELEVATION: 1467.59 PLAN. Prepared Under The Supervision of : CITY OF FOP QROFESSiON XW"I'4S S Fti L No. 62183 Exp: 9-30-05713 � � kP FOFCALIFO PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, 6q -E. RANCHO CUCAMONGA, CA 91730 E (� �8-1311 Date : i - LS-�Z STREET I M P DRAWN BY: SCL SS TRACE �---) D -/ DESIGNED BY: ScL CHECKED BY: AP D BY: �., RC E. 6 EXP. 9-30-05 AC•T4•3mI•ffn]LNII l i;iNThur%APLLI.Ia r'rs9c�1•1•r��w4.R.a1.