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Home My WebLink About4013-3s W v FACE PLATE SCORING LINE 2 EXTRA MM(64) ON 2 SIDES OF j MANHOLE FRAME AND COVER CATCH BASIN MANHOLE FRAME ANO COVER -,o ^ I A III 15M O 300 mm(&40121) FACE PLATE EACH WAY ` ASSEMBLY STREET. GU' 100 mm (4')R PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. c u4 STANDARD PLAN METRIC LJ SLOPEi 300 1984 W/O K.O. - REV. +998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - AVAILABLE WITH FLOW LINE vi i \ 735 )mmm GALV. FRAME 00. 0114'SEE 1 \. 26 1!4" 26 DOWEL', (TYP.) y� CHART'' SGR-2424P STEEL PARKWAY GRATE h \� ` 3 WE S4 lbs. C NI= h j CURB LINE s� NI CB -2424 LOWER SECTION > W/ KNOCKOUT AVAILABLE WITH IF 21M STEPS GALV. FRAME SGR-2424T STEEL TRAFFIC GRATE WT. 96Ibs. SEE < .- CHART\ t 100 mm 2114" (4')MIN. 3 CB -2424 BOTTOM SECTION 300 mm 75 mm (12')MAX. (39R a� W> - O~ �z aI OPTIONAL SUBGRADE _� O c I� ocoa STEPS 4 100 mm DOWEL (TYP.) PLAN SECTION A -A CONNECTOR PIPE OR MONOLITHIC CATCH BASIN CONNECTION 200 "VMS,) IOM(04) 90• 4r+ � �V DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE PUBLIC WORKS STANDARDS INC. CURB OPENING CATCH BASIN STANDARD PLAN METRIC GREENBOOK COMMITTEE 300 1984 W/O K.O. - REV. +998 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SG -2424 STEEL PARKWAY CB -2424 TOP SECTION CURB OPENING CATCH BASIN OR TRAFFIC SOLID COVER OR EXTENSION WT. 801bs. PARKWAY �f. W/O K.O. SHEET 1 OF 4 WT. 105 Ibs. TRAFFlC - AVAILABLE WITH 1428.609 OR WITHOUT GALV. FRAME 00. 0114'SEE 1 \. 26 1!4" 26 y� CHART'' SGR-2424P STEEL PARKWAY GRATE h \� ` 3 WE S4 lbs. j s� CB -2424 LOWER SECTION W/ KNOCKOUT AVAILABLE WITH OR WITHOUT 21M GALV. FRAME SGR-2424T STEEL TRAFFIC GRATE WT. 96Ibs. SEE < .- CHART\ 2114" 28" CB -2424 BOTTOM SECTION I� "2124 T6 6" �4 "2124 T+2 12" 777 2424 n9 +4- K.O. •2124 719 /8" '2424 724 24" R "12" "Gams "w/ Fr' 3r' 36" -A, Llz +4- K.o. '2424t1B 18" 909 - W/ (2) 8" x 11" K.O. i 2424 L21 24" 1090 Wl (2) 14" x /4` K.O. AWASASvAN •;2421698 90" 9175 WI (2) 14" x /N K.O. 24" x 24" CATCH BASIN 74"A�M4WOPWAMMW AP z4z1 e9e 94" 4oso WI(2)14".14-K-0. WrFH6"WALLS oncicrs WITH FRAME ONLY " WITH OR WITHOUT FRAME 01-i ase TES: I. WHERE THE BASIN 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 SHALL 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 SHALL 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 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: 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(4.51). V U 2 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 BE LESS THAN CURB FACE PLUS 300 mm(12'). VI z 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. 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 SMALL 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 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 110 DEGREES. OR WHENEVER 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 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 BE 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(5'). 7. DOWELS ARE REQUIRED 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 COVER 635 STEEL STEP 636 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 SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED 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 PLAN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN SHEET 4 OF 4 SHEET 1 OF 4 FOR PUBLIC WORKS CONSTRUCTION 1428.609 TES: I. WHERE THE BASIN 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 SHALL 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 SHALL 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 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: 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(4.51). V U 2 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 BE LESS THAN CURB FACE PLUS 300 mm(12'). VI z 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. 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 SMALL 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 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 110 DEGREES. OR WHENEVER 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 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 BE 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(5'). 7. DOWELS ARE REQUIRED 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 COVER 635 STEEL STEP 636 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 SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED 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 PLAN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN TOLL FREE �1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I RECORD DRAWING - I TNESL- RECORD DRAWINGS HAVE BEEN PREPARED, IN � PAH T, ON Ty~ BASF OF INFORMATION i;O)APi,_ED AND FU^NiSHED 6YOTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH . HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. REVISION DESCRIPTION eceord V rawiAt DA 7E I ENGR. I CITY I DA 7E _ I I I I B 450 mm S CURB POINT A n s) INT B PAINT C srR � AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC.. METRIC GREENBOO+C�COMMITTEE AT CATCH BASINS 313-1 REV. 1998 USE WITH STANDARD SPECIFICATIONS B POINT C `-' N K -WD .�, - � L �WZ A ___ � NX " CURB OPENING -- E � z CATCH BASIN (S) EmiW 1 $#Zto N+• POINT L- E "' POINT F A U PLAN a a UIx ac _ -DIRECTION OF FLOW �m Z v N K WD OtNT A POINT B POINT C FLOW LINE PROFILE CASE A "-' N L wD L z `r � 0 CURB OPENING �- -_- "� - E W W � o: CATCH BASIN (S� . E¢W f= I I I I g3z0 14 CURI�3- ---._- T POINT A \--POINT N CURB GUTTER W U POINT G _j � DIRECTION OF FLOW m o� L N � z 0 _ tl POINT D FLOW UNE N C CURB t POINT D & J 7 GUTTER) W L? PLAN LO -C POINT G < � -DIRECTION OF PROW fx �-,-� W p L - N� z L - POINT A \_ --POINT B `-POINT C J POt NT E v POINT F a � DIRECTION OF FLOW -�- �m i 8 AR-450 mm VAR. VAR 50 mm _CURB 01* 4 to j VAR. I FACE + H E ; • � ' VALLEY RIDG _ • p � VALLEY SECTION A -A SECTION B -B SECTION C -C FLOW LINE PROFILE �fLOW LINE I,I CASE B 25 mm (1") 150,m(6-) 25 mm (1') 150 mm (6') 25 mm (1") M M M,G,OR VAR- 450 NOTE: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURB FACE AT POINTS B 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 SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET Hl HIGHER THAN THE GUTTER FLOW LINE 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 B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET Fig HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. HI NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. Hg = NOTED ON THE PROJECT PLANS. G 600 mm (2 Feet) K - 1.5 m {5 Feet} L = 1.6 m (6' Feet) M = 1.2 m (4 -Feet) N 1.5 m (5 Feet) WD = 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 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHEET 4 OF 4 SHEET 1 OF 4 FOR PUBLIC WORKS CONSTRUCTION AND STANDARDS /N EFFECT. Prepared Under The Supervision of : CITY OF FON TA NA, CALIFORNIA QROFESSlO,� PREPARED /N THE OFFICE OF �F� �• N I E pRgl�y MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS DRAWN B• SCSCALE:o C 66388 D � 760-A SOUTH ROCHESTER AVENUE Y. RF DE TA IL S AS SHOWN C� c(_� ONTARIO, CA 91761 DESIGNED BY- DA 7F• � \P PHONE (9091 937-9151 MNS CYPRESS AVENUE It Exp: 6-30-08 T G l v 1v NOV 2005 9 FOFCAOFO Dote CHECKED BY.• APP D Y: DRAWING NO. 3 RCE C60388 EXP. 6-30-08 - 4:01- - 4013 i-' � RRN C ENGIN R. C. -E. 51152 SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC LOCAL DEPRESSIONS AT CATCH BASINS 313-1 BENCH MARK. • 8-17 BASIS OF BEARINGS• CAL TRANS BENCHMARK -17. A BRASS CAP IN THE C CRETE BASE OF THE BRG. N08959 31 E THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE 343' NORTH OF HIGHLAND, 0.2 MI WEST AS SHOWN ON TR. N0. OF SAN SEVAINE RD., 265 M/ WEST 16427-1, M.B. 296/7-11. OF SIERRA AVE. Fi Fva nnn!• 1 SHEET 4 OF 4 SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO BR/NG THEM INTO CONFORMANCE WITH CONDITIONS 1428.609 N N Z: 3 D TE N N Z: