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Home My WebLink About3853-5f - C O C 'o 0 ISM a 300 "Wo4wrl ASSEAIPLATE EACH WAY BLY �' '` I 5 •wO/••M TR[[t, WTTER, Ion SURFDA[ct R -,ES 100 w.1 SLOPE 1• ¢ r S' 2 I , • u TS Rl•.� ,'. --- . r----�- i MI ROW LNEE v� 131R PLATE Y . SACC I• DOWEL iLl SCORI•k' 1TrP.)- � � NG 111 I LINE- I '- CURB LINE j 4 1 2 EXTRA p E1321164) STEPS00 9 i OF MANHOLE FRAME I I 1 100 wwi 0 1 I I AND COVER `1 (6.11040 W_ 300 i CATCH �ASIM Ilrl•M1t. (3-N I I AOL rRAME 1 •A40 COVER-. o i• ��I� -..._-..._L �` TtSf L_ 1 OPTIONAL SU8ORAOC LOR MONOOLRITHICE _r•:I CATCH 8►SIN S3 ° CONNECTION AL STEPS`^ l tI SECTION A -A i 101111.41 DOWEL ITYP.1 PLAN 1 -' DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REOUIREMENTS REINFORCEMENT MAX MAX 1 IF REOUIREO IN I W V FRONT REAR BOTTOM END WALL WALL SLAB WALL 1.0 643.3) 2.41 MB') 150 ..111$1 ISO .1111161 1.0 M3.S'l 3.5 wN2') 200 ..+e•1 200 wMle1 X14 O 12- OC 2.0 W7'1 Is 64611 130 w,NG`1 130 1w,16.1 t.0 MT) 3.3 MN 12'I 200 w,Mw• I 200 MB') 4.0 Mt1.1 1.2 64 M•1 •'1 130 we100 -IM$l1 - R E 2.4 w18'1 130 wM6•I 200 R•Me•f 6-0 141611 3.5 6412) 200 •096.1 230 •OMIO.) j 1.2 64611 ISO MM$•1 q0 AVA6•) / 0 1.0 Rd$') 150 IMd61 200 wnN1 ';C 2.6 Me"f 200wR(•'I too -01101 jM EXCEPT SIZES IN 3.0'H,) 200 wMNI 230 Rwdlo•) 3,5 M12.1 200 wMe-I 250 .wUO.1 FOR W 9 642$1, V 1 1.5 64112'1 OR 8 1 1.2 64.'1 SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER $TANDARC PUN '"°""""°�"" CURB OPENING CATCH BASIN RR TRIC .UAtIC Vg11RA SeMR-Jti7S MC 61-E.1•pOY. t(wnEE 300 OWN 1M° USE O1 3 v H 2 N I 0 rn N CD STANDARD PIAN CURB OPENING CATCH BASIN 300 - 2 � SHfETt OF No. 6 8 Anf6heMr4 CA 92806 SHEET' OF 2 WITN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION � E BA31S OF BEAFtNGS LEGAL DESCRIPTION of `- BEAMM ARE BASED ON THE WESTERLY LM OF 0 o THE NORTHEAST QUARTER OF SECTION 23, TOVVNsw o 1 NORTH, RANGE 6 WEST, BAN BERNARDIM MERE AR E N PS, AB SHOWN ON AMErDM MAP OF TRACT 13750, MED E 0 BOOK 250 OF MAAT PAGES 48 THROUGH 66, NCLUSNE, N THE OFFICE OF THE COUNTY RECORDER N ,%i OF BAN BERNARDNO COUNTY, BEND NORTH 00'30'24' 10 I WEST. �S BENCH MARK: DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE % g INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o y SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 of FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 E 0 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH 0ON THE NORTHWEST CORNER OF A 10 FOOT WIDE .59 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD o` J MWDSC 3 INCH BRASS DISK STAMPED -33A 1992-. NAVD 88 - 1508.56 (FEET) C7A D _ nNYANwVNRNNVJ.vWRR o AYNmwr.�wrNv.wva DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. OW�R�DEVE-OP�i Centex Homes 1265 Corona Polite Cart Corona, CA 92679 PI>: (951) 279-3000 Far (95T1 279-2100 REVISION DESCRIPTION RECORD GV744 W/NG 1. WHERE THE BASILA 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 SMALL BE PROVIDED WITH A WEAKENED PLANE: ORA 25 •aMt') DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN (MALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SMALL CONFORM IN SLOPE. GRAPE, COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN, Z. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED 0Y PLASTERING. 3. FLOOR OF BASIN SMALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONGITUDINAL AND LATERAL SLOPE Of 1: 12 MINIMUM AND L"3 MAXIMUM. EXCEPT WHERE tkE GUTTER GRADE EXCEEDS B PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE f100R SMALL BE THE SAME AS TME GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. •. DIMENSIONS' B = 970 wrnt3'-T'1 V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURD AND THE INVERT OF TME CATCH BASIN At THE OUTLET = 1.35 nab 5'1. 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 REQUIREMENTS OF NOTE 3. BUT SHALL tqT 9E LESS THAN CURS FACE PLUS 300 •r,lll2.1. vi • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. M • 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 LATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 1E ATTACHED, 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM ENO 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 BO RRn43') PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mFN 3') RADIUS Of ROUNDING OF STRUCTURE CONCRETE. USED JOINATMECCONNECTOR PIPE SOATME�ATCHIBASINCWHENEYECONNECTION ANGLE !AN ISNlESS THAN TO DEGREES OR GREATER THAN HO DEGREES, OR W1+ENE VER 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 PIP£. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF fHf DOWNSTREAM ENO WALL. STEPS SHALL BE SPACED 300 NerM 12'1 APART. THE TOP STEP SHALL BE 175 Amd 7y BELOW THE TOP r0 THE MANHOLE AND PROJECT 65 ALL OTHER STEPS SHALL PROJECT 130 mm13.1 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 Rd7'1 ON CENTER (MAXIMUM( ALONG THE BACKWALL, 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 30a 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 S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAI VALVES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC ORME TR CUBAN BAR SIZES. IEE ENGLISH REINFORCING USED. UNITS MAY BE FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN CURB OPENING CATCH BASIN 300 - 2 � SHfETt OF DATE ENgt. cin 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 STANDARDS IN EFFECT. SEAL -ENGINEER E =ARs-: Aeow: s Y EIOW OPENING C BAR! ISM • 450 RMI _ u4 a le•► S00 "M 112'1 MIN. 75 811,1 IS.) MIN. N ,R 7r /• A J A•A It2.1 12IN. � , 4b11 , I o gARS-2 ABOVE e ELOW OPENING \\ ISM a ASO 22A1 ISM a 430 IlalR \\ /••ala/ 164 a le•1 4 aARs e i SECTION A -A y0 PLAN CORNER CONNECTION t�l Z OEROWYWENII�W° nM. .►r� (t2'1 MIN. / A 1 I MIN. ,� \\\ li• e le•0 lAM C BARS SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER •�,.TO �� . � O � y BOLET•1CiNEER ALBUB-KED uxJ ASBOC, INC. � 1011 N. Armando etrset No. 6 8 Anf6heMr4 CA 92806 Ph- (714) 630-6426 Far. (714) 630-f816 EKR p 10 DATE ENgt. cin 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 STANDARDS IN EFFECT. SEAL -ENGINEER E =ARs-: Aeow: s Y EIOW OPENING C BAR! ISM • 450 RMI _ u4 a le•► S00 "M 112'1 MIN. 75 811,1 IS.) MIN. N ,R 7r /• A J A•A It2.1 12IN. � , 4b11 , I o gARS-2 ABOVE e ELOW OPENING \\ ISM a ASO 22A1 ISM a 430 IlalR \\ /••ala/ 164 a le•1 4 aARs e i SECTION A -A y0 PLAN CORNER CONNECTION t�l Z OEROWYWENII�W° nM. .►r� (t2'1 MIN. / A 1 I MIN. ,� \\\ li• e le•0 lAM C BARS SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRowEaT2DM,HE KIRK NMnS MONOLITHIC CATCH BASIN STANDARD PUN 2T.MY111Etl n•t «""°°°"'°°"""" CONNECTION METRIC 308-1 "VIM $11EET 101 t USE WITN STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AEI�CASC ENGINEERING 937 SOUTH VIA TATA, SUITE 500 COLTON, CA 92324 PH. (909) 783-0101 FAX (909) 783-0108 PREPARED BY: ARIC M. ORREYSON R.C.E. N0. 66068 EXP. D 08-30- ��j�/� �"✓' 1 �2l DATE: CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS DRAYM BY: SCALqb E: O.S. AS SHOWN DESIGNED BY: STANDARD DETAILS DATE: D.J.D. / O.S. � JUNE 2005 CHECKED BY: APPR DRAIRNG NO.: 2S A.M.T.�l' Z' � 3853 ('.I V ENGINEER RCF. 51159 DATE: