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Home My WebLink About3803-18• w Cc) D .BARS -2 ABOVE 8► Q 2 SEL,OW OPENING p� 304 mm 1 / 300 mm •i t�,� 02101a MIN. 112' MIN. mm (38) R A O w sl� 4. ,h� 4� 1511O450awn 04 0 18'1 C IIARS r e� PLAN SIDE CONNECTION AME _ RICAN PUBLIC tiAIbRKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER PRO"GAM BY n,�MONOLITHIC WORKS E BARS -2 .ABOVE 'er STANDARQ PLAN �4C.CATCHBAS GREE1090OK OOMWM ME CONNECTION T MET#lIC 303 - 1 2 BELOW OPENING 3p0 mm tl2'i SHEET 1 OF 2 USE WITH STANDARD ARD PECI ATIO NS FOR PUBLIC WORKS CONSTRUCTION �. � JAI � 4 v � p 0 C BARS ISM O 450 mm �•� i123 mm f4s') 19Q mea t7 '�f4.1 454 mm {18'1 Ns mm {a I!2') ,.. 11a4 0 196) O 12TS mm:lSl') 21s mm t6 1/2•I 600 jt'iA1 tG4•) 300 mm 024 MIN. 1350 mm Is4') 2+i0 npn. t$'1 6T5 mm t2T') ♦�.�OO0075 1425 mm iSl') 240 me :t9 1!A'} TSO mm {50') mm (S') MIN. 1500 ltwn t60'y 240 mm t9 1!2'1 825 mm tS�"I 18S mm t6 1/41 1575 Is7S mm: 163•) :2$O mm t10"} ♦ !� 1�5 mm* (6 V2•) 1650: mm t66't. 260 mm tl0 it4'i A 300 mm (120) MIN. 19d mm tT'} Q 4 FOR B GREATER THAN 1800 mm {72') SEE PROJECT PLaN t :; •-ewe. BARS -2 ABOVE a �� 2 BELOW OPENING -- 115M 0+450 mm 140181 15M 0 45o mm (04 0188 ' C BARS SECTION A -A F FLAN CORNERNOG NECTION • w Cc) D .BARS -2 ABOVE 8► Q 2 SEL,OW OPENING p� 304 mm 1 / 300 mm •i t�,� 02101a MIN. 112' MIN. mm (38) R A O w sl� 4. ,h� 4� 1511O450awn 04 0 18'1 C IIARS r e� PLAN SIDE CONNECTION AME _ RICAN PUBLIC tiAIbRKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER PRO"GAM BY n,�MONOLITHIC WORKS N STANDARQ PLAN �4C.CATCHBAS GREE1090OK OOMWM ME CONNECTION T MET#lIC 303 - 1 R. im 3p0 mm tl2'i SHEET 1 OF 2 USE WITH STANDARD ARD PECI ATIO NS FOR PUBLIC WORKS CONSTRUCTION STRUCTURAL DATA 6 t BARS BARS B t 0 BARS Dt�E BARS 3p0 mm tl2'i i15 mm {4') � �y M y � O... � �. � 1050 mm, t42'} 19Q rnm (? i/2•) � 4 v � p 0 c N 375 mm 115'3 ' 115 mm t4 Il4.1 i123 mm f4s') 19Q mea t7 '�f4.1 454 mm {18'1 Ns mm {a I!2') t200 mm, t4g•) 21s mm te'! S2S mm t21'} 140 mm l3'l 12TS mm:lSl') 21s mm t6 1/2•I 600 jt'iA1 tG4•) 140 mm tS II4') 1350 mm Is4') 2+i0 npn. t$'1 6T5 mm t2T') l40 mm tS I/2'} 1425 mm iSl') 240 me :t9 1!A'} TSO mm {50') t53 mm t6') 1500 ltwn t60'y 240 mm t9 1!2'1 825 mm tS�"I 18S mm t6 1/41 1575 Is7S mm: 163•) :2$O mm t10"} 900 trtim t3S'1 1�5 mm* (6 V2•) 1650: mm t66't. 260 mm tl0 it4'i 9T5 mm {39') 19d mm tT'} 1123 mm (64•I 280 mm 110 3/4') 1800. mm 172`) 280 mm tit'1 FOR B GREATER THAN 1800 mm {72') SEE PROJECT PLaN NN 1.- REINFORCING STEEL. SHALL BE 40 MM (1-1/2') CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC .CATCH BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH BASIN SHALT. BE CUT 50 mm (2') CLEAR OF OPENING. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED'. BY PLACING CONCRETE. WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 75 mm (38). 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: tA) PIPES INLET OR OUTLET THROUGH. CORNER 4F' CATCH BASIN (B) ANGLE A FOR PIPES THROUGH 750 :mm (30') IN DIAMETER IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES. 5. DI MENS IONS SHOWN ON THIS PLAN FOR METR I,C: ANO ENGLI SH UN I TS ARE NOT EXACT EQUAL VALUES. ' I F: METRIC VALUES ARE USED. ALL VALUES USED :FOR CONSTRUCTION - SHALL BE METRIC :VALUES.:EXCEPT REINFORCING BARS S.I2ES 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;W!?RKS ASSCC�tTION SOUTHERN CALIFORNIA CHAPTER. STANDARD PEltiN - RIETREC :M ONOLiTH1C C CAT. H B 308: ASLN C D a OtJRB OPENING o � CRTC BASIN (5) CURB CURB POINT 6PdiNY y DbPotrtzccuTTFRs 7F- POINT � U u POINT F � g POINT G � � �-�--DIRECTION fll: FLdW- NOF FLOW —DIRECTION PLATA o � m K W L N *!`( POINT B POINT C POINT Q \�Pllllll FLOW LINE A f=10�'til LINE PROFILE CASE A w �.- z _ E cc CURB OPENING —.,� ,......._ ......_ CATCH BASIN IS) AC ur r �i �� S� CURB CURB � POINT A POINT B I L POINT 0 � POINT C_ GUTTER) POINTE � POINT F C POINT G � ti a �.. IOIR£C>11QN OF FLOhtt►ptAECTiON OF FLOW �` m � as p � 11111_ POINT p t POINT A POINT 8 POINT �C %—fl°W LINE _FLOW LINE PROFILE CASE B 25 m fl"j 350. mm f6"� 25 mm (1') 154 mm (b't 25 mm (l") � .gin r~n,G,oR VAR, 450 mm VAR. {l.5'} VAR_ 54 mm I WAR.. � j • b RIDGE . A I CU�RpB VALLEY r - • VALLEY r SECTION A—A SECTION E — B SECTION � ONNEGTIflN SHEET:.. OF 2 z C—C AMERICAN PUBLIC WORKS. ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER T AR S N PLAN PROMULGATED e�rT►,E LOCAL DEPRESSIONS A o D LA Pttet�C wo+aKs sTAr�aos�.- METRIC SEE AT CATCH BASINS - ,� 31.3 1 Rrrv. tv�8 USE Nf1TH $TAHt?AItO SPECIFICATIONS FOR PUBLIC WORKS C01�5TRUCTIaM SHEET 1 ALL EXPOSED .EDGES SHALL BE ROUNDED TOA 15 'mm (HALF INCH) RADIUS, 2. THE CURB FACE AT POINTS A AND D SHALL BE THE N(?iihAAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS 8 .AND C SHALL BE THE NORMAL. CURB FACE .OF THE ADJACENT `CURB ' PLUSH (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 SHAtt. MEET .THE FINISHED STREET SURFACE. 4. IN ,NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING tS INDICATED: THE ELEVATIONS OF POINTS F ANO G -SHALL BE SET H � HIGHER THAN .THE. GUTTER Fldv' ELEVATIONS AT POINTS A AND D; RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET HZ HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS t3 AND Co RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET Hz HIGHER THAN THE. ELEVATION AT THE NEAREST GUTTER FLOW EINE. WHERE THERE 15 NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION 4F POINT E SHALL, 8t` SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H � NOTED ON THE PROJECT PLANS. Ht = NOTED ON THE PROSECT PLANS. H2 - NOTED ON THE PROJECT PLANS, H� - NOTED ON THE PROJECT PIANS, G - 6tJ0 mm (2 Feet} K = 1.5 m {5 Feet} L a 1.8 m (5 Feet) �.1 - 1.2 m (4 Feet) N = 1.5 m (5 Felt) 1NQ = CATCH 8A511+1 W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR i�1UTl PLE CATCH .BASINS, THE. TNICKIVES5 0F THE LOCAL DEPRESSION SHALL 6E 200 mm (8 INCHES). 6. ��It��•Er1StONS SHOWN 't)N THIS :Pf.AN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY E4ltAl. VALUES. IF METRit:` UNITS,. ARE JIBED, Aia VRt.UES tlSED FOR t:aNST#(ElC�ION SHALE, 8E METRIC` VALUES, EXCEPT :REINFORCING 'QAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR ME7RIt: BAS SIZES. 1F ENGLISH UNITS ARE USED, ALL. VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES, —AMERICAN PUBLIC .WORKS ASSOCIATION SOUTHERN .CALIFORNIA CHAPTER STANDARD ll# O PLAN METJfiIC `- LOCAL, DEPRESSIONS AT CATCN B fN 3131-11 AS � H a F S a +f . FET. OF 4 . OQ�D�SS�Q�j BASIS OF BEARINGS LEGAL DESCRIPTION OWNER/DEVELOPER SOIL ENGINEER THE BASIS OF BEARING IS BASED ON THE WESTERLY �' BEING A SUBDMSION OFA a LINE OF THE NORTHEAST QUARTER OF SECTION 23, CENTEX HOMES ALBUS—KEEFE AND ASSOC., INC. PORTION OF THE SOUTHEAST 1/4 1265 CORONA POINTE COURT 1011 N. ARMANDO STREET � TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN OF SECTION 14, TOWNSHIP 1 NORTH, CORONA, CA 92879 ANAHEIM, CA 92806 ON IRNA►L TRACT MAP NO. 13750, FILED IN BOOK 2501 �� 6 ��' SAN BERNARDINO PHS (951) 279-3000 PHS (114) 630-1626 AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE � F CAI. MERIDIAN, COUNTY OF SAN (951) 279-2100 FAX (714) 630-1916 OF THE COUNTY RECORDER OF SAN BERNARDINO FAX: BERNARDINO. COUNTY, BEING NORTH 00'30'24' WEST. BENCH MARK: REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL -ENGINEER p O CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. QRoF�ssioNq� CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COYOTE CANYON INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE o COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL � �c ---J RI � DRAWN BY: SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 ,aRlc M. TORREYSo E r � I (� E E � STANDARD PLAN SCALE: SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, W � O.S. AS SHOWN FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 � ssosa � 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 DIAL No, D LS FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH Two W❑RKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � Exp, os -so -os PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: BEFORE DAYS BEFORE A.T. NOVEMBER 2005 ON THE NORTHWEST CORNER OFA 10 FOOT WIDE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND YOU DIG clv�� PREPARED BY: ARIC M. TORREYSON R.c.E. No. ssos8 APPRO BY: CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD STANDARDS IN EFFECT. 9TF CHECKED BY: DRAWING NO.: 18 MWDSC 3 INCH BRASS TOLL FREE 1-800-227-2600 OF CAS-�� EXP. TE• 06-30 6 DISK STAMPED "33A 1992". , C.V.A. , • � f� ' �� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ! DATE:! iw 923 oms L 44 CI Y ENGINEER" AS � H a F S a +f . FET. R.C.E. 5115 DATE. 3803 28 NAVD 88 1508.56 (FEET) , / leE co�zv o�A rvrr�rc or