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Home My WebLink About3728-7ISM O 300 mmiM01211 FACE PLATE EACH WAY--- ASSEMBLY 5 mm(1/4')R STREET. GUTTER, m OION 6URF�CEREta- 1 i 100 mm "' a lgL::r S:2 t4')R _�. SLOPEtFLOW LINE ar �- `(PLATE AowF1 (TYP.) 1 O j �INERrr+a CURB LINE -- qu 0 3b#I W 1F 2 EXTRA 18101104) STEPS ON z SIPES OF f MANHOLES FRAME I t IOD mm m AND COYER I (4.1MIN. i WHOLE ATCH BASIN (129INA)L (3'IR°' v A I AWHOND ERRAiAE o 0 1v I ( 4a�• t J� '- OPTIONAL SUBGRAOE LaR MpCp �IR`NtCE ----� CATCH BAs J g CONNECTION v STEPS r ou A t�_ SECTi ON A -A 100 mm n I ` . � 10111941 re DOWEL (TYP.)---r W a PLAN DOWEL DETAIL STRUCTURAL DATA .WALL AND SLAB DIMENSIONS AND REINF6RCEMENT REQUIREMENTS REINFORCEMENT MAX MAX t IF REQUIREQ IN w v FR b9T I tREAI? 18OTTOM END WAIL WALL I SLAB WAIL. 1.0 m(3.5') 2.4 mI8') 130 mn►ts•) 150 mm161) 1.0 m13<51) 3.5 m(121) 200 mm(8-) 204 mm(8') 2.0 m(71) 1.0 fm6') 150 mmt8') Iso mm(C•) #4 @ 12" O.C. 2.0 m(7') 3.5 m(121 200 mm(sl 200 mm($'l 4.0 m(14') 1.2 m(41) 15Q mm(6') ISO mm(6') R 2.4 m(8' 1 ISO mm(68) 200 nMe'1 E 4.0 iM I4' 1 3.5 mi121) 200 mm(8-) 2510 mmElO•) N F 1.2 m(4<1 t5O mmtW$ 150 ffwww) R R a „ I.6 m(6' ! 150 mml6') 200 mmi$') c Q 2.4 m(8•) 200 mm(S•) 200 mmle') M U 1 4, 3.0 rttGP') 200 mttri8') 280 am110') N E 3.3 mH2') 200 mm(e-) �^e0 ma+liP') T D FOR W I m(281). V 3.s mQ2') OR S 1, 1.2 m(4'1 SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMuLGArEoeYTHe STANDARD LAN � RffNBOD�OMNIT'TEBNC. • *�•� G��PENfNG CATCH BASIN 300-2 REv, lean U6£ WITH STANDARD SPECIFICATIONS FOR PUBLIC Nm W53 Mtif+CD MUllltt(IEa CODE SHEET 1 OF 2 WORKS CON3l2tUCtEaH r 8 r C NOT A -THROUGH--� ST REET.//� . � llldllma�te Mtge: NOT A TtrRpU®N ROAD. : tEI11NE1 til MO tRleloteu. OIMEMSIOIit pMCMESj tilQil STANDARD 24 8!6 R/i 21/4 SD Z 19 i>'6C1AL 36 ET►fli 71e 4 la s 1r2 COLiMS BpRDIlSI i LR .1 YAR. HID -BLACK IACKaIDilfrD • YELLQIY (iIEPL)c I 2IIe&A2. 2,/'7 4�. 1 iilE POLICY FOR INTENDED USAGE OF YNI8 318!! 13 8HOIRII 4N REY>Il18>~ SIDE. cam, avistloEa aF �••1c eio�i®ilna lal►� Rsarlwwa IriAvnloR 1RII0 • T, eD FEV 1240) NQTESt I. WHERE THE BASIN IS 70 BE CONSTRUCTED WITHIN THE LIMEYS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS 'F.0 SUCH SIDEWALK. THE TDP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, 1J51NG THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE ORA 25 mm(lm) PEEP SAWCI)T 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, CALOR, FiNtSH, AND SCORING 74 EXISTING OR PROPOSED CURB AND WALK ADJACEtrT TO TINE BASiN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND 3HAl.t, NOT 8E SHAPED BY PLASTERING. 8. FLOOR OF BASIN !SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 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, a. DtMEN51oNSj Y = THE DtFFfRENCE IN ELEVATION BETWEEN THE TOP OF �"HE 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 ENO OF THE BASIN, AND SHALL BE DETERMINED BY THE REf)IJIREMENTS OF NOTE 3. 8UT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(121). VI =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURS AND TME INVERT OF THE INLET, NOTED ON THE PROJECT PLANS. H =NOTED ON THE PROJECT PLANS. iN ■NOTED ON THE PROJECT PLANS, A =THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENT)=Ri_INE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 18 ATTACHED. S. PLACE CONNECTOR PIPES 019 INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED, THE CONNECTOR PIPE 'SHALL BE LOCATED AT THE DOWNSTREAM END OF THE HA81N, INHERE THE CONNECTOR PIPE IS SHOWN AT A CgRNER, 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 8t3 mmf30} PIPE EMBEDMENT. ALL AROUND, WITHIN THE CATCH BASIN WALL. AND 75 mrnt3.1 RADIUS 4F ROUNDING OF STRUCTURE CONCRETE. ALL AROUND. ADJACENT T4 PIPE ENDS. A MONOLITHIC CATCH BASiN CONNECTION SHALL 8E USED TO JOIN THE CONNECTOR PIPE 't0 THE CATCH BASIN WHENEVER ANGLE 'A• IS LESS THAN 70 DEGREES OR -GREATER THAN IID QE6REEE3. OR WHENEVER TiiE CCJNNiiCTBFi PIPE IS LOCATED ISP�RETQ1I0NC QN CNNI�SpBIGIEANY Q CURM77�7.�QNL3tCAT�H�ASiONCTiUNMAYEgNS7RUCTOTO VOtT- TJNO STANDARD LENGTHS OF PIPE. G. STEPS SHALL 8E LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WiTH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF TFiE DOWNSTREAM ENO WALL. STEPS SHALL ISE SPACED 300 mmt12'1 APART. THE TOP STEP SHALL BE 17:i mmt7•) BELOW THE 70P TO THE MANHOLE ANI? PROJECT 65 mmtZ-IJ2'). ALL OTHER STEPS SHALL PROJECT 130 mmt51. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE BACKWALL. B. THE FOLLOWING STANDARD PLANS ARE IhiCORPORATED NEREiN: 308 MONOLITHIC CATCH BASIN CONNECTION 349 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH t3A31N MANHOLE FRAME AND COVER 635 STEEL STEP 635 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 SHALT BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC 8AR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUC TION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOt1t1}1EfiN CALIFORNIA CHAPTER STANDARD PLAN 300-2 CURB OPENING CATCH BASIN] sHElTz OF f � ` POINTE � V N K�....I..,. WD - n�� CURB OPENING Wei . CATCH BASIN (S) B CURB �!6 POINT A Ono mr''-'� I ar PAINT is,-' p1RECTlON OF FLAW - m POINT F �n -•.-..D1REcrlort of FLOW�� POINT A P01frf B POINT C FLOW LINE PROFILE 'CASE A CURB OPENING � �, c � CATCH BASIN (S) _ , r 1 I $�� 1 I I I CURB POINT A .. , R4i�S►� POINT B p011rT C� POINT 0 - B '�- P01NT G • -- DIREGTIQN OF f�04Y -POINT 0 LINE f. r I J �--POINT d POINT F .L.8�1 "-POINT r. -e-•-DtRECitON OF FLOW L 0 Cl'l 4L DEPRESSION ELEVA TION INF D L1 G1R9 l5 GUTTER t URBTTER ) m FOVV LiNE I'ROFiLE -Tom.... NE CASE B 25 25 mm 150 mm (6') 25 mm 0 1. ALL EXPQSEI7 EDGES SHALL BE ROUNDED TO R 15 mm (HALF INCH) RADIUS, 2, 7HE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB PAGE OF THE ADJACENT CURB, THE CURB FACE AT POINTS E3 AND C SHALL ESE THE NORiriAL 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 FiN13HED STREET SURFACE, 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REM4DELINC, IS INDICATEai THE E;LEVATiONS OF POINTS F AND G SHALL SE SET Hl HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPEG7IVELY, 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 I� HIGHER THAN THE ELEVATION! AT THE NEAREST GUTTER FLOW LINE. WHERE i HERE 1S N0 GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL 8E SET Hs HIGHER -THAW THE ELEVATION AT 'NE NEAREST 70E OF CURB. 5. DIMENSIONS: H a NOTED ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3- NOTED ON THE PROJECT PLANS. G m 600 mm (2 Feet) K 1.5 m (5 Feet) L e 1,8 m (6 Feet) M - 1.2 lr (4 Feet) N W 1.5 m (5 Feat) WD a 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 240 mm (6 1NC4iES}. 6, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNIT'S ARE NOT EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED 1=0R CONSTRUCTION SHAL(. SE METRIC VALUES, EXCEPT REIN--ORCIN4 BAR SIZES IN ENGLISH UNITS MAYS= SUBSTITUTED FOR METRIC EAR SIZES, 1F ENGLISH UNITS ARE USED, AL1. VALUES USED FOR CONSTRUCTION f � ` POINTE � V N K�....I..,. WD - n�� CURB OPENING Wei . CATCH BASIN (S) B CURB �!6 POINT A Ono mr''-'� I ar PAINT is,-' p1RECTlON OF FLAW - m POINT F �n -•.-..D1REcrlort of FLOW�� POINT A P01frf B POINT C FLOW LINE PROFILE 'CASE A CURB OPENING � �, c � CATCH BASIN (S) _ , r 1 I $�� 1 I I I CURB POINT A .. , R4i�S►� POINT B p011rT C� POINT 0 - B '�- P01NT G • -- DIREGTIQN OF f�04Y -POINT 0 LINE f. r I J �--POINT d POINT F .L.8�1 "-POINT r. -e-•-DtRECitON OF FLOW L 0 Cl'l 4L DEPRESSION ELEVA TION INF D L1 G1R9 l5 GUTTER t URBTTER ) m FOVV LiNE I'ROFiLE -Tom.... NE CASE B 25 25 mm 150 mm (6') 25 mm 0 1. ALL EXPQSEI7 EDGES SHALL BE ROUNDED TO R 15 mm (HALF INCH) RADIUS, 2, 7HE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB PAGE OF THE ADJACENT CURB, THE CURB FACE AT POINTS E3 AND C SHALL ESE THE NORiriAL 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 FiN13HED STREET SURFACE, 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REM4DELINC, IS INDICATEai THE E;LEVATiONS OF POINTS F AND G SHALL SE SET Hl HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPEG7IVELY, 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 I� HIGHER THAN THE ELEVATION! AT THE NEAREST GUTTER FLOW LINE. WHERE i HERE 1S N0 GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL 8E SET Hs HIGHER -THAW THE ELEVATION AT 'NE NEAREST 70E OF CURB. 5. DIMENSIONS: H a NOTED ON THE PROJECT PLANS. H1 = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3- NOTED ON THE PROJECT PLANS. G m 600 mm (2 Feet) K 1.5 m (5 Feet) L e 1,8 m (6 Feet) M - 1.2 lr (4 Feet) N W 1.5 m (5 Feat) WD a 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 240 mm (6 1NC4iES}. 6, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNIT'S ARE NOT EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED 1=0R CONSTRUCTION SHAL(. SE METRIC VALUES, EXCEPT REIN--ORCIN4 BAR SIZES IN ENGLISH UNITS MAYS= SUBSTITUTED FOR METRIC EAR SIZES, 1F ENGLISH UNITS ARE USED, AL1. VALUES USED FOR CONSTRUCTION .1 YAR. YAR. y I FACE+� -••'•" r ' p' �: A ' VALLEY <p • VALLEY SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA GHAPTI:R PRQMULQATEnBYFH£ LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WCIRxs sraIMAI Nuo,Ros lac., METRIC GRN6GOK {T ComME 013' CATCH BASINS 313-1 Rmr' 11ev6 USE WiTH STANDARD SPPC]FICATIt,Nl3 FOR PUBLIC WOR" CONSTRUCTION AMERICAN PUBLIC WURIt9 ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER 3TANI7ARD PLAN METRIC- JETRiGLOCAL LOCALDEPRESSIONS AT CATCH BASINS 313-1 SHEE" 4 OF 4 SHEET 1 OF 4 DETAIL CB 1 NTS NTS T POINT E -+ Lcr F f - 6 SHALL BE ENGLISH VALUES. 54 mm RIDGE f EXP 1 IVIL�OR !��17 . R,6,541 / 9 An S/ -7JVc . Vic;36'S 66 - �y'�� ; FCAL1 p REV. REViS10N DEsCtiPlloN DATE ENGR. an DAA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY. OF FONTANA, CALIFORNIA Q�pFESSI pN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL C. T. K • ; e. cLb I N C. STREET IMPROVEMENT PLAN �' o �CONSULTING ENGINEERS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � cAn T MBarJvs, Jr rn 8880 BENSON AVE. SUITE 100 DRAWN BY S0� 1� No. 13669 rn MONTCLAIR, CALIFORNIA 91763 J R TRACT NO. 1656%3 N /A DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Ev• 3-31-0� 9 9-1791 (90 949-8433 FAX DESIGNED BY: oA1E: � c.K. TNA, 0.:,FIORNIA 92336 / l I/` lo�, YOUC D G DAYS BEFORE * crvrL aNcnyaaR You DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Date : r' /� /'OF TOLL FREE 1-800-227-2600 12\ ��CO•�� ARS w/'vG 6- CHEM BY: �P DRAWING NO.: C U CARL T. KOBBINS C.K. � % A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT yo cy9•c/G•�S - �'f/�s Sh%��T STANDARDS IN EFFECT. RCE 1366.9 EXP 3-31-05 � CiTY ENGINEER R.C.E. 51162 DTE: 3728 7