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Home My WebLink About3743-3rn 3 O s v I 0 I Lo N ro co I ry H I �t- co N Lo c v WE c �v 0 I Ec L O iLQ-) L O c � 'Q) v (D ,, .� 2 c E i0 Lo N M co co �Lo /o 0 }- N co N Lf Loo a� E -6 v a) Z c a� la - 0 v cn � J r ISM 0 300 nm(64CN2') ;- FACE PLATE '�t ASSEMBLY CURB OPENING CATCH BASIN EACH WAY mm(!/4')R I' STREET. GUTTER. i OR LOCAL. OEPRES- 'Ti4--S m D \SION SURFACE f I FACE �9 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV. I 9 PLATE ----- _"- USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C BARS—) I a 450 mm I DOWEL E SCORING e 300 mm (120) MIN. -----2 i LINE ------------ n ! w STEPS -- ! 2EXTRA 15M4•41 I t 100 mrn p OH 2 SIDES OF 1- 300 mm 75 mm v MANHOLE FRAME f MAI AND COVER ---� A 300 mm (124 MIN_ jo ? OPTIONAL SUSCRAaE L CONNECTOR PIPE ( 4R MONOLITHIC CATCH BASIN E Qa, I B cOrtrtEC71aN MANHOLE FRAME E� I AND COVER --i o , �•\ E BARS -2 ABOVE 8 2 BELOW OPENING ; x � oArt 1 0 I I �--- �` I ►= x �r STEPS ;..i F- t 00 ! A+ Ir' :� I. l SECTION A --A ( 100 mm I (4 IR y r� rr DOWEL LTYP.Iitj PLAN_f 200 mrn(B') I O IVl0 4 i I t' r z IE!, DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ISM 0 300 nm(64CN2') ;- FACE PLATE '�t ASSEMBLY CURB OPENING CATCH BASIN EACH WAY mm(!/4')R I' STREET. GUTTER. i OR LOCAL. OEPRES- 'Ti4--S m D \SION SURFACE f REV. S'{� �9 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV. I 9 -100 mm y <LL r3:2 (44)R w SLOPE i USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C BARS—) I a 450 mm FLOW LINE a v ;p 75 mm., (5 -IR r ' DOWEL E ('FYP.) 300 mm (120) MIN. CURB LINE n ! w STEPS -- ! 75 mm (31 MIN. I t 100 mrn p f 1- 300 mm 75 mm v f (121MAX. t341R - - f MAI A 300 mm (124 MIN_ jo ? OPTIONAL SUSCRAaE L CONNECTOR PIPE 4R MONOLITHIC { r. CATCH BASIN Qa, I B cOrtrtEC71aN �` I ►= x �r STEPS ;..i F- t 00 ! A+ Ir' :� I. l SECTION A --A ( 100 mm I (4 IR y r� rr DOWEL LTYP.Iitj PLAN_f 200 mrn(B') I O IVl0 4 i I t' r z IE!, DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER FIRC)MULWEDY ziy@ CURB OPENING CATCH BASIN STANDARD PLAN '1ETRICQvWcWORYSSIANulADssy: �T7EESREEN@QOKGp-v INN 300 mm fi2'� MIN. I 300 - REV. S'{� SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES: 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED S I DEWALX 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 SHALT. BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(1') 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 SHALT. NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1-12 MINIMUM AND 1;3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 6 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(4.5'). v U = 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 8E LESS THAN CURB FACE PLUS 300 mm(12°). vi = 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. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. PECI- FIEft. 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 ARGUNG. 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 IIO DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED !N A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE 15 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 6E SPACED 300 mm(12') APART. THE TOP STEP SHALL. BE 175 mm(7') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(54). 7. DOWELS ARE REOUIREsD 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 COFFER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. 01MENSIONS 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 SUBSTITUTEQ 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 P!AN,' 300-2 E BARS -2 A13OVE 5 (� /� CURB OPENING CATCH BASIN SHEET 2OF2 AQ �4�q, filo PLAN CORNER CONNECTION !') MIN. 75 mrn (3') R 0 BARS -2 ABOVE 8L E BARS -2 A13OVE 5 2 BELOW OPENING f' A 300 mm fi2'� MIN. I 308-1 2 BELOW OPENING REV. I 9 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C BARS—) I a 450 mm 300 mm (120) MIN. n 75 mm (31 MIN. f a•, f - A 300 mm (124 MIN_ �•\ E BARS -2 ABOVE 8 2 BELOW OPENING 15M 4 450 mm (*4 O 18') 15M 0 450 mm (04 a I8'} C BARS f� SECTION A -A PLAN CORNER CONNECTION !') MIN. 75 mrn (3') R 15 M O 4 5 0 nun (64 0 18`) C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 0 BARS -2 ABOVE 8L MONOLITHIC CATCH BASIN 2 BELOW OPENING f' A 300 mm fi2'� MIN. I 15 M O 4 5 0 nun (64 0 18`) C BARS PLAN SIDE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER P uIcINTecam'ROS MONOLITHIC CATCH BASIN �T"�METRC LAN l�18LK: 44�K5 5TJINOJ�RD5INC - , >±=h 1,,�E CONNECTION 308-1 REV. I 9 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION BASIS OF BEARINGS LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGdNEER BEARINGS ARE BASED ON THE WESTERLY UNE OF Centex Homes ALBUS-KEEFE and ASSOC., INC. G' THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP BEING A SUBDMSION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 2280 Wardlow Circle, Suite 150 1011 N. Armando Street No. 41679 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, 1/4 OF SECTION 24, BOTH OF TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN Corona, CA 92880 Anaheim, CA 92806 a E, 03131 12 AS SHOWN ON THE AMENDING MAP OF TRACT 13750,BERNARDINOPh: (909) 279-4000 Ph: (714) 630-1626 . RLED IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH Fax: (909) 273-2100 Fax: (714) 630-1916 66, INCLUSIVE, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY, BEING �Q 4F CAI. 0 NORTH 00"30'24' WEST. BENCH MARK: Q REV. REVISION DESCRIP110N DATE ENGR. CITY DATE SEAL -ENGINEER CITY OF FONTANA, CALIFORNIA DESCRIBED BY METROPOLITAN WATER DISTRICT SO. O QROFESSIONq!AE 11 A 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 Fyc SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, ; TR RIC M. TORR E I\i GI I N E E 2[ I\i G DRAWN BY: ACT 16325 SCALE: M FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 DIAL No. 66068 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. STORM DRAIN ROVEMENT PLANS N/A FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH TW❑ WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO os-3o—os PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: STAND P DETAILS DATE: ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND E"P' A.T. JUNE, 2005 CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD YOU DIG YOU DIG STANDARDS IN EFFECT. ��9TF C.IV1�- EO��\� PREPARED BY. ARIC M. TO EYSON R.C.E. NO. 66068 CHECKED BY: APP D BY: MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 OF CA�-� EXP. DATE: 0 -3 6 DRAWING NO.: 3 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _� fZECOR�U l7RAt�17/N� _ 0��2011 � 0 �� DATE: '7A a C.V.A C, �� 2 _ �� 3743 7 �� ITV ENGIN ER R.C.E. 51152 DATE.