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Home My WebLink About3857-5ISM 0 300 mm{,44012•) FACE PLATE EACH WAY ASSEMBLY 5 mural/4•)R- STREET.GUTTER. OR LOCAL D1iPRE5- SION SURFACE .:_.._...:_..r _ m 3; 2 . " t40 R ` w L SLOPE I I FLOW LINE: v 3 )mmm. FACE DOWEL. `• PLATE (TYP.). • ;•. SCORING LINE CURB LINE w 2EXTRA 15M(04) ; I STEPS ON 2 SIDES OF _ MANHOLE FRAME ! � t 140 M N � AND COVER ) .300 nim 75 mm CATCH BASIN ... # MANHOLE FRAME ... ( w^ AND COVER c N 1 I Wa w M � >- 1 L o�.OPTIONAL SUBGRADE ONN40�R P1Ea D0NC a CATCH BAS :CONNECTION STEPS V �.. A♦Q_ 1 :�..` SECTI Ori A -A .. i00 mm 200 mm(8) . {4-)R IOM(#42 If �. 90° DOWEL {TVP.) . "• PLAN . : ' . ' ,'• •'•DOWEL;•• DETAIL STRUCTURAL- DATA WALE: AND SLAB D'IMENS.IO.NS.*AND -REINFORCEMENT. REQUIREMENTS REINFORCEMENT • MAX MAX t t REQUIRED IN W V FRONT REAR BOTTOM ENR WALL WALL' SLAB WALL :. 1.0, m0i.59 ' 2.4 m(8') .150 mm(66)`• 150 mm(6'.) 1.0 m(3.5') •3.5. m(12') 200 mm(89 200 mm(8•) #4 ® 2» OC 2.0 m(79 1.8 m(6') 150 mm(66) 150 mm(611) 2.0 M*i7') 3.5 m(121 ' 200 rnWS-) 200 mm(8•) 4.0 mtl4') 1.2 m(4') ISO mm(68) 150 mm(6') R E 2.4 m(89 150 nim(66) 200 - mm(8•) 1. 4.0 m(149 3.5 W2') 200 mm(86) 250 mm{l0•) N :F 1.2 m(4') 150 mm(61 150 mm(6') 0 R n R E P// a 1.8 m(6�) : 150 mmt6•)' 200 mm(8•l C 0 N as : 2.4 m(8')200:=48?)::(8?) 200 mm(89 U o, 3.0 m(EO') 200 mmt8•) 250 mMm(!0') N E 3.5 m(121)1200 mm(80) 250 "W006)T D FOR W > 9 m(28% V % 3.5 m(121 OR 8 > 1.2 m(41) SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE .. .. ..... � STANDARD PIAN . . ,�,$�woR�sr��DsINC. � :..�CURB• OPENIIVG�"�CATCHBASIN .:.:.•_ .' . .... • -METRIC 300-2 �' �� • � USE WITH STANDARD SPECIFICATIONS* FOR PUBLIC WORKS CONSTRUCTION SHEET I OF a� a E 0 U I Z Q O M LOcn3 o I 0 0 En Ln N N I � O O N ) CD L Lf-) 0cn I � C cn 20F.2 . 2 SHEET 10F 2 v, a BASIS OF BEARINGS: LEGAL DESCRIPTION: - I.WHERE THE.BASlN IS••TO.*$E.CONSTRUCTED WITHIN THE LIMITS OF EXISTING -OR PROPOSED 15M 0 SIOEWALK.OR •fS,'CONTtG000S :TO' SUCH SIDEWALK, 'THE•7pP SLAB. OF THE.BASiN MAY 8E • 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•.mmil'):OEEP 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.*.ExiSTfNG .OR PROPOSED- CURB -AND WALK'ADJA*CENT TO THE . • BASIN.Al 300' MM (120) MIN. t 2.;. ALL CURVED CONCRETE SURFACES SHALL BE -FORMED 8Y CURVED FORMS; AND SHALL NOT BE • . SHAPED 8Y PLASTERING....Ix -3..' FLOOR . OF BASIN SHALL :8E•: GIVEN A.�STEEL 'TROWEf::•FINfSH AND •SHALL••MAVE 'A LONGITUDINAL AND LATERAL SLOPE OF:102 MINIMUM AND !: 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: ... ..: . • • . 8 = 970 *mm(3'-2•)' • Y � _ ' THE -DIFFERENCE- IN ELEVATION BETWEEN THE TOP.,OF THE C.URg .AND THE INVERT OF . .' •'.. THE. ,CATCH BASIN AT THE OUTLET = 1.35 m( 4.5"). •• •• ••' • • • • • '. VU.=•THE•OIFFERENCE. IN* ELEVATION BETWEEN THE -TOP .OF THE CURB . -AND THE INVERT AT THE UPSTREAM END OF THE BA;iIN, AND SHALL BE *DETERMINEO.•BY THE. REQUIREMENTS OI` NOTE 3. BUT: SHALL NOT. 8E LESS 'THAN CURB FACE•�PLUS: 300 •rnmtl2'). 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, l•NTERc;EPTEO•BY THE CENTERLINE OF THE CONNECTOR PIPE . AND THE CATCH BASIN WALL • TO WHICH THE CONNECTOR � P IPE � ! S ATTACHED. 5. PLACE' CONNECTOR PIPES AS INOICATIcD 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 8E CUT AND TRIMMED AT A SKEW NECESSARY TO' INSURE MINIMUM 80 mmE31 PIPE EME}FOMENT, ALL AROUND. WITHIN . THE CATCH. BASIN WALL. AND 75 mmi:i`f 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• 1S LESS THAN 70 DEGREES OR GREATER .THAN Ifo *OEGREES. -OR WHENEVER --THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE .OF A MONOLITH IC• CATCH BASIN CONNECTION IN ANY CASE .IS PERMITTED.-- MONOLITH IC'•CATCH'•BAS lN' CONNECTIONS MAY -BE CONSTRUCTED :T0 -AVOID CUT- TING STANDARD LENGTHS 'OF PIPE. . 6. STEPS SHALL SE'.LOCATEO*�AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALT: BE' LOCATED AT THE CE14TERLlNE OF THE DOWNSTREAM ENO WALL. STEPS SHALL • 8E SPACED '300 mm(121 APART..' THE 'TOP STEP SHALL 8E !75' mm(74) .BELOW 'THE TOP TO THE MANHOLE :AND PROJECT 65 mm(2-1/21.:ALL OTHER :STEPS' SHALL PROJECT 130 'mmt5•). • 7. DOWELS ARE REQUIRED ATEACH CORNER AND AT 2` m(?'•)` :ON. CENTER {MAXIMUM) ALONG THE BACKWALL. '. S. THE FOLLOWING STANDARD --PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION . 309 CATCH BASIN REINFORCEMENT ... • ' ' . ' . . .310 CATCH BASIN FACE '.PLAT.E - ASSEMBLY. AND .PROTECTION. 8AR - . 3t2 CATCH BASIN MANHOLE FRAME AND COVER • • - • 635 STEEL STEP ' • • ' • • • 636 POLYPROPYLENE PLASTIC STEP ' ' • 9. DIMENSIONS SHOWN ON THIS PLAN FOR*METRIG• AND. ENGLISH, UNITS ARE NOT EXACT EQUAL ' VALUES. IF METRI.C;YALUES ARE' USED. ALL VALUES -USED FOR CONSTRUCTION SHALL 8E METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH:UNITS MAY-. BE SUBSTITUTED FOR METRIC BAR SIZES: IF ENGLISHUNITS ARE USEO..'ALL-VALUES:,USED: FOR CONSTRUCTION SHALL 8E ENGLISH UNITS. ... .' ' • ;. •... .. . AMERICAN PUBLIC WORKS.ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER' . STANDARD PLAN ' • • ��• � 300' - 2 •CURB ,C)PENINCf: CATCH :BASIN ,- SHEET - 20F.2 . SHEET 10F 2 2•) SEE PROJECT PLAN ' o � NAVD 88 - 1508.56 (FEET) '0 L N 0 0co v, a BASIS OF BEARINGS: LEGAL DESCRIPTION: - I.WHERE THE.BASlN IS••TO.*$E.CONSTRUCTED WITHIN THE LIMITS OF EXISTING -OR PROPOSED 15M 0 SIOEWALK.OR •fS,'CONTtG000S :TO' SUCH SIDEWALK, 'THE•7pP SLAB. OF THE.BASiN MAY 8E • 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•.mmil'):OEEP 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.*.ExiSTfNG .OR PROPOSED- CURB -AND WALK'ADJA*CENT TO THE . • BASIN.Al 300' MM (120) MIN. t 2.;. ALL CURVED CONCRETE SURFACES SHALL BE -FORMED 8Y CURVED FORMS; AND SHALL NOT BE • . SHAPED 8Y PLASTERING....Ix -3..' FLOOR . OF BASIN SHALL :8E•: GIVEN A.�STEEL 'TROWEf::•FINfSH AND •SHALL••MAVE 'A LONGITUDINAL AND LATERAL SLOPE OF:102 MINIMUM AND !: 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: ... ..: . • • . 8 = 970 *mm(3'-2•)' • Y � _ ' THE -DIFFERENCE- IN ELEVATION BETWEEN THE TOP.,OF THE C.URg .AND THE INVERT OF . .' •'.. THE. ,CATCH BASIN AT THE OUTLET = 1.35 m( 4.5"). •• •• ••' • • • • • '. VU.=•THE•OIFFERENCE. IN* ELEVATION BETWEEN THE -TOP .OF THE CURB . -AND THE INVERT AT THE UPSTREAM END OF THE BA;iIN, AND SHALL BE *DETERMINEO.•BY THE. REQUIREMENTS OI` NOTE 3. BUT: SHALL NOT. 8E LESS 'THAN CURB FACE•�PLUS: 300 •rnmtl2'). 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, l•NTERc;EPTEO•BY THE CENTERLINE OF THE CONNECTOR PIPE . AND THE CATCH BASIN WALL • TO WHICH THE CONNECTOR � P IPE � ! S ATTACHED. 5. PLACE' CONNECTOR PIPES AS INOICATIcD 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 8E CUT AND TRIMMED AT A SKEW NECESSARY TO' INSURE MINIMUM 80 mmE31 PIPE EME}FOMENT, ALL AROUND. WITHIN . THE CATCH. BASIN WALL. AND 75 mmi:i`f 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• 1S LESS THAN 70 DEGREES OR GREATER .THAN Ifo *OEGREES. -OR WHENEVER --THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE .OF A MONOLITH IC• CATCH BASIN CONNECTION IN ANY CASE .IS PERMITTED.-- MONOLITH IC'•CATCH'•BAS lN' CONNECTIONS MAY -BE CONSTRUCTED :T0 -AVOID CUT- TING STANDARD LENGTHS 'OF PIPE. . 6. STEPS SHALL SE'.LOCATEO*�AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALT: BE' LOCATED AT THE CE14TERLlNE OF THE DOWNSTREAM ENO WALL. STEPS SHALL • 8E SPACED '300 mm(121 APART..' THE 'TOP STEP SHALL 8E !75' mm(74) .BELOW 'THE TOP TO THE MANHOLE :AND PROJECT 65 mm(2-1/21.:ALL OTHER :STEPS' SHALL PROJECT 130 'mmt5•). • 7. DOWELS ARE REQUIRED ATEACH CORNER AND AT 2` m(?'•)` :ON. CENTER {MAXIMUM) ALONG THE BACKWALL. '. S. THE FOLLOWING STANDARD --PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION . 309 CATCH BASIN REINFORCEMENT ... • ' ' . ' . . .310 CATCH BASIN FACE '.PLAT.E - ASSEMBLY. AND .PROTECTION. 8AR - . 3t2 CATCH BASIN MANHOLE FRAME AND COVER • • - • 635 STEEL STEP ' • • ' • • • 636 POLYPROPYLENE PLASTIC STEP ' ' • 9. DIMENSIONS SHOWN ON THIS PLAN FOR*METRIG• AND. ENGLISH, UNITS ARE NOT EXACT EQUAL ' VALUES. IF METRI.C;YALUES ARE' USED. ALL VALUES -USED FOR CONSTRUCTION SHALL 8E METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH:UNITS MAY-. BE SUBSTITUTED FOR METRIC BAR SIZES: IF ENGLISHUNITS ARE USEO..'ALL-VALUES:,USED: FOR CONSTRUCTION SHALL 8E ENGLISH UNITS. ... .' ' • ;. •... .. . AMERICAN PUBLIC WORKS.ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER' . STANDARD PLAN ' • • ��• � 300' - 2 •CURB ,C)PENINCf: CATCH :BASIN ,- SHEET - L ,�' � BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE o THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO �I 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, Q' -n AS SHOWN ON AMENDING MAP OF TRACT NO 13750 MERIDIAN, COUNTY OF SAN BERNARDINO. o i o FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH N 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY ;= o RECORDER OF SAN BERNARDINO COUNTY, BEING ° N � NORTH 00030'24" WEST. cn CD I o BENCH MARK: N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. •� N ori CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE w `r' INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE u SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 a; FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 (0 CD o � FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH rl Z a ON THE NORTHWEST CORNER OFA 10 FOOT WIDE c3CL '0 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". co 20F.2 . L ,�' � BEARINGS ARE BASED ON THE WESTERLY LINE OF BEING A SUBDIVISION OF A PORTION OF THE SOUTHEAST 1/4 OF SECTION 14, AND A PORTION OF THE o THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP NORTHEAST 1/4 OF SECTION 23, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO �I 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, Q' -n AS SHOWN ON AMENDING MAP OF TRACT NO 13750 MERIDIAN, COUNTY OF SAN BERNARDINO. o i o FILED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH N 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY ;= o RECORDER OF SAN BERNARDINO COUNTY, BEING ° N � NORTH 00030'24" WEST. cn CD I o BENCH MARK: N DESCRIBED BY METROPOLITAN WATER DISTRICT SO. •� N ori CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE w `r' INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE u SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 a; FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 (0 CD o � FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH rl Z a ON THE NORTHWEST CORNER OFA 10 FOOT WIDE c3CL '0 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". co TOLL FREE � 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION fz �' C D re0 PRA GtJ/it(G OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Ph: (951) 279-3000 Fax: (951) 279-2100 DATE I ENGR. I CITY I DATE of/o5//11.11 SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph: (714) 630-1626 Fax: (714) 630-1916 E BARS -2 ABOVE & 2 BELOW OPENING ...: .. ... ... .. . C BARS � (!4 0 t8�0 mm 300 mm 02•) MtN. � • � . BARS -2 ABOVE'a � • 00 2 BELOW OPENING � • 13M Q 450• mm � 15M o 4 50 mm •. '. ; '. C: BARS • . .. ....:: .. � : PLop AN • ' CORNER CONNECTION • �Q• �� 021 MIN. . . / A 0.8ARS-2 ABOVE ' a ' ' • 2' BELOW OPENING.,* ' 300* MM 12'}' MIN: 15M 0 450 mm \\ • (i4 0 18•). C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER PROMULGATED�� • '-. •�' . •:MONOLITHIC�:CATCH WORKS -BASIN '. � ��.�.:• :: • STA Mi�R� LAN .�,>��INC..' ......... ...:. '.CONNECTION . ... ' • � : .308 -1 ! a IM � USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ^ %� ��oQROFVSS<eLU No. 416 � .� �•3�31 �2 J' CINE OF SHEET 10F 2 2•) SEE PROJECT PLAN ' o � NAVD 88 - 1508.56 (FEET) TOLL FREE � 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION fz �' C D re0 PRA GtJ/it(G OWNER/DEVELOPER Centex Homes 1265 Corona Pointe Court Corona, CA 92879 Ph: (951) 279-3000 Fax: (951) 279-2100 DATE I ENGR. I CITY I DATE of/o5//11.11 SOIL ENGINEER ALBUS-KEEFE and ASSOC., INC. 1011 N. ARMANDO STREET ANAHEIM, CA 92806 Ph: (714) 630-1626 Fax: (714) 630-1916 E BARS -2 ABOVE & 2 BELOW OPENING ...: .. ... ... .. . C BARS � (!4 0 t8�0 mm 300 mm 02•) MtN. � • � . BARS -2 ABOVE'a � • 00 2 BELOW OPENING � • 13M Q 450• mm � 15M o 4 50 mm •. '. ; '. C: BARS • . .. ....:: .. � : PLop AN • ' CORNER CONNECTION • �Q• �� 021 MIN. . . / A 0.8ARS-2 ABOVE ' a ' ' • 2' BELOW OPENING.,* ' 300* MM 12'}' MIN: 15M 0 450 mm \\ • (i4 0 18•). C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER PROMULGATED�� • '-. •�' . •:MONOLITHIC�:CATCH WORKS -BASIN '. � ��.�.:• :: • STA Mi�R� LAN .�,>��INC..' ......... ...:. '.CONNECTION . ... ' • � : .308 -1 ! a IM � USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ^ %� ��oQROFVSS<eLU No. 416 � .� �•3�31 �2 J' CINE OF SHEET 10F 2 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 INCivi EFFECT. SEAL -ENGINEER QROFESSIONq� w ARIC M. TORREYSO � No. 66068 � � Exp. 06-30-06 � 9lF OF C Fo • �. � STRUCTURAL DATA • • � • . • • ..8 .. �:: • • t : • BARS BAS 9 .. t �• • • • • � • •. BARS • BARS 300 mm *E12•f 115 mm (4•) • 1050 mm. (4211). i90 mm (7.1/21) •. 375 mm (IS•) tis mm (4.1/40) 1125 • mm {454 190 mm (7 3/46) •• so ' 450 mm (181) its mm i4 I/20f p � 1200 mm (489 215 mm t89)' •• Q, • 525 mm (211 140' -mm {50} 1273 mm (Si') •215 mm (8`.1/2*) ' • +� •�' -�. • .• s to 600 ' mm •(240) 140 mm {5 1/40f 1350 •• mm {54'f • 240 mm (99 • . - �' V � � � . 675''rrim (271 140 mm is 1/21} o In 1425 mm 1*572) zoo. mm {s• 1i,4•} . E • � a • . . 750 mm (309) 16S' mm (60} 1500 mm (600) 240 mrri • (9• 1/211) . � . • • 825 mm (331) 165 mm t6 1/411f 1575 'mm (63•) 260 mm (100) . 0 900 mm (368) 185 mm (6 I/20) 1650 mm (660) '260 --mm (10 t/a•} �' • 975 mm.(39') i90'mm (75) 1725 mm t691 280 mm (10 3/41) • 1800 mm (72.) 280 mm (li•} FOR B. GREATER THAN 1800 mm (7 NOTES .• . : . . . 1. - REINFORCING STEEL SHALL BE 40 mm i1-•I/28I CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. • 2. REINFORCING STEEL FOR INSIDE FACE QF CATCH BASIN SHALT 8E CUT A7 'CENTER• OF.;'QPENlNG AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN.CONNECTION. REINFORCING STEEL. FOR OUTSIDE FACE OF CATCH SAS I N: • SHALL ' BE. CUT 50 . mm (21 CLEAR OF * OPEN! NG. • • • . 3. CONNECTION* SHALL 6E PLACED MONOLITH 1•C ' WI TH CATCH BASIN. THE ROUNDED EDGE OF .OUTLET SHALL BE 'CONSTRUCTED.. 6Y• PLACING CONCRETE WITH THE SAME CLASS 'OF. CONCRETE. AS. THE'•CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS 'OF 75•*mm l3').. '• . = 4. CONNECTIONS SHALL BE' CONSTRUCTED -WHEN:.-..' .' . (A) PIPES INLET OR OUTLET THROUGH .CORNER OF CATCH BASIN (8) ANGLE A FOR .PIPES THROUGH '750 mm ,(30`) IN DIAMETER IS LESS•..;THAN :70 DEGRESS O*k''GREATER THAN 110 DEGREES. 5.. DIMENSIONS SHOWN ON THIS PLAWFOR METRIC.- AND .ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF •MEi'R!C•.VALUES* ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE. -METRIC VALUES.- EXCEPT REINFORCING GARS SIZES IN ENGLISH: UNITS*•MAY• 'BE SUBSTITUTED . FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN 'METRIC • •. �• MONOPTHIC CATCH. BASIN: CON.NECTION: .•..•� SHEET 2 OF 2 7308-1 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS ^' C G AEI I\I E E F� I I\1 DRAWN BY: SCALE: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: STAND PLAN B � DETAIL D.J.D. / O.S. � JANUARY, 2006 PREPARED BY: ARIC M. REYSON R.C.E. NO. 66068 APP EXP. D -30-0 CHECKED BY: DRAWING NO.: 5 DATE: a '^ A.M.T. CIM --a 11 :5 2a 3857 10 2•) SEE PROJECT PLAN ' NOTES .• . : . . . 1. - REINFORCING STEEL SHALL BE 40 mm i1-•I/28I CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. • 2. REINFORCING STEEL FOR INSIDE FACE QF CATCH BASIN SHALT 8E CUT A7 'CENTER• OF.;'QPENlNG AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN.CONNECTION. REINFORCING STEEL. FOR OUTSIDE FACE OF CATCH SAS I N: • SHALL ' BE. CUT 50 . mm (21 CLEAR OF * OPEN! NG. • • • . 3. CONNECTION* SHALL 6E PLACED MONOLITH 1•C ' WI TH CATCH BASIN. THE ROUNDED EDGE OF .OUTLET SHALL BE 'CONSTRUCTED.. 6Y• PLACING CONCRETE WITH THE SAME CLASS 'OF. CONCRETE. AS. THE'•CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS 'OF 75•*mm l3').. '• . = 4. CONNECTIONS SHALL BE' CONSTRUCTED -WHEN:.-..' .' . (A) PIPES INLET OR OUTLET THROUGH .CORNER OF CATCH BASIN (8) ANGLE A FOR .PIPES THROUGH '750 mm ,(30`) IN DIAMETER IS LESS•..;THAN :70 DEGRESS O*k''GREATER THAN 110 DEGREES. 5.. DIMENSIONS SHOWN ON THIS PLAWFOR METRIC.- AND .ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF •MEi'R!C•.VALUES* ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE. -METRIC VALUES.- EXCEPT REINFORCING GARS SIZES IN ENGLISH: UNITS*•MAY• 'BE SUBSTITUTED . FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN 'METRIC • •. �• MONOPTHIC CATCH. BASIN: CON.NECTION: .•..•� SHEET 2 OF 2 7308-1 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS ^' C G AEI I\I E E F� I I\1 DRAWN BY: SCALE: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: STAND PLAN B � DETAIL D.J.D. / O.S. � JANUARY, 2006 PREPARED BY: ARIC M. REYSON R.C.E. NO. 66068 APP EXP. D -30-0 CHECKED BY: DRAWING NO.: 5 DATE: a '^ A.M.T. CIM --a 11 :5 2a 3857 10 ` TTY ENGINEER R.C.E. 51152 DATE. rol *-of Xmmsm