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Home My WebLink About3203-3il ISA( la 300 mm(e4012') FACE PLATT: EACH WAY EACH STEPS I DOWEL ITYP.) PLAN PUBLIC WORKS ASSOCIATION : SOUTHERN CALIFORNIA CHAPTER (4®R .. ` L� SLOPE op- I I SHEET 1 OF 2 FLOW UNE OPTIONAL SUBGRADE CONNECTOR PIPE �_ • 75 mm t3°1R FACE PLATE OR MONOLITHIC DOWEL (TYP.) it CATCH BASIN B " CONNECTION I l SCORING LINE ( CURB LINE .: a a n ul } 12 I I 0 mm Z104 200 mmt6)R tf EXTRA 15A(te4) ` A I014e4) STEPS 90 ION 2 SIDES OF v i MANHOLE FRAME I I f 100 mm ; eo I AND COVER I I (4')MIN. i 300 mm 7S'mm REAIHBAFI124AAX. t3.3 .. MANHOLE FRAME II AND COVER c N ZIL IL W),. STEPS I DOWEL ITYP.) PLAN AMERICAN PUBLIC WORKS ASSOCIATION : SOUTHERN CALIFORNIA CHAPTER PROMULGATEDBY THE PUBLIC WORKS STANDARDS INC. CURB VPES'V CATCH STANDARD PLAN N METRIC GREENBOOK CMMITTEE 19" op- 3002 Rev. IM SHEET 1 OF 2 jo OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC SCALE:. SHOWN DATE: 8/26/02 ti0 CATCH BASIN B " CONNECTION l CHECKED BY: APPROVED BY: ' 6- (4� c% 5]c b CITY ENGINEER R.C.E. 51152 DATE: SECTION A—A _ v 0 mm Z104 200 mmt6)R ` A I014e4) 90 v i P DOWEL", DETAIL AMERICAN PUBLIC WORKS ASSOCIATION : SOUTHERN CALIFORNIA CHAPTER PROMULGATEDBY THE PUBLIC WORKS STANDARDS INC. CURB VPES'V CATCH STANDARD PLAN N METRIC GREENBOOK CMMITTEE 19" 1 3002 Rev. IM SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION I T HIELMAN XX I 221 S GLASSELL ST ORANGE, CA 92866 !714) 744-9700 FAX (714) 744-9312 BENCHMARK: 918.40 'i, SPIKE ON POWER POLE #674320E AT INTERSECTION JURUPA AVE AND MULBERRY AVE THE BASIS OF BEARINGS IS BASED UPON THE CENTERLINE OF LIVE OAK AVENUE PER TRACT NO. 15117, RECORDED IN BOOK 275, PAGES 66 THROUGH 90, OF MAPS, RECORDS Of . SAN BERNARDINO COUNTY RECORDER, BEING N 24.48'32° E. T 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 SHALLBE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(18) 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' —21 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). VU = 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'). 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. 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 DOWISTREAM 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 EM3ED°;SENT. 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' IS 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 men(?") BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 mm(50). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 ON CENTER (MAXIMUS!) 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. N K----� }-�- WD L N �r WTV, CURB OPENING —A— — —_— —_ 1 ,TOE CATC BASIN (S) � . F- W — — -- CURB CURB POINT Amm) POINT 8 -POINT D III POINT C%y,. GUTTER t $ DGE GRADE F POINT E 4, W POINT F A B POINT G a U �-�PLA�= -•--DIRECTION OF FLOW z 0: a ca -+ pIRECTK)N OF FLOW z� N K Wp N� POINT B POINT D POINT C FLOW LINE P°INT A FLOW LINE PROFILE CASE A LA N L WD L N v CURB OPENING E c m CATCH BASIN (S? W .c 8 z CURB ` CURB POINT A POINT 8'e4e POINT D & 1 POINT C I,Gyp 2 GUTTER) POINT E W POINT F PSN C POINT G a'd` Q DIRECTION FLOW -� Pm -r--DIRECTION OF FLOW Ix � �m Z v N L --Wp L N� z L }� POINT D POINT A POINT B POINT C FLOW LINE PROFILE flow LINE CASE B mm 01 25 mm (P) 150 mm t6•) 25 mm (11 M M— M,G,OR VAR. 450 mm VAR. VAR. r- - - (1.57 50 mm : D VAR. _ ,. ' (2") o CURB VALLEY RIDGEVALLEY I FACE + H E 0.4 SECTION A—A SECTION B—B SECTION C—C VERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-2 SHEET 2 OF 2 4 i6i =Vei ; I N K----� }-�- WD L N �r WTV, CURB OPENING —A— — —_— —_ 1 ,TOE CATC BASIN (S) � . F- W — — -- CURB CURB POINT Amm) POINT 8 -POINT D III POINT C%y,. GUTTER t $ DGE GRADE F POINT E 4, W POINT F A B POINT G a U �-�PLA�= -•--DIRECTION OF FLOW z 0: a ca -+ pIRECTK)N OF FLOW z� N K Wp N� POINT B POINT D POINT C FLOW LINE P°INT A FLOW LINE PROFILE CASE A LA N L WD L N v CURB OPENING E c m CATCH BASIN (S? W .c 8 z CURB ` CURB POINT A POINT 8'e4e POINT D & 1 POINT C I,Gyp 2 GUTTER) POINT E W POINT F PSN C POINT G a'd` Q DIRECTION FLOW -� Pm -r--DIRECTION OF FLOW Ix � �m Z v N L --Wp L N� z L }� POINT D POINT A POINT B POINT C FLOW LINE PROFILE flow LINE CASE B mm 01 25 mm (P) 150 mm t6•) 25 mm (11 M M— M,G,OR VAR. 450 mm VAR. VAR. r- - - (1.57 50 mm : D VAR. _ ,. ' (2") o CURB VALLEY RIDGEVALLEY I FACE + H E 0.4 SECTION A—A SECTION B—B SECTION C—C VERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED 13Y THE PUBLIC WORKS STANDARDS INC, GREENeeo � E LOCAL DEPRESSIONS T CATCH BASINS STANDARD PLAN METRIC 313-1 REV. 1NO pFESS� Q� ON �o lti1Et 9� �q Fy titi N Z No. 25742 rn Exp. 12-31-05 �' civil. '��` FO. CAQ� SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION r 12 -- � r: c 0' _!,-% CA 92866 (314) 744-9700 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 8 AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (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 H, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 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 H3 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. H3 = NOTED ON THE PROJECT PLANS. G - 600 mm (2 Feet) K = 1.5 m (5 Feet) L 1.8 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 SHALL BE ENGLISH VALUES. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 313-1 LOCAL DEPRESSIONS AT CATCH BASINS DATE SHEET 4 OF 4 7 5 Q O IP DIAL TWO WORKING BEFOREDAYS BEFORE YOU DIG YOU DIGJ TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVLON DESCRIPTION DATE ENGR. CITY 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. pFESS� Q� ON �o lti1Et 9� �q Fy titi N Z No. 25742 rn Exp. 12-31-05 �' civil. '��` FO. CAQ� Prepared Under The Supervision Of JENS THIELMANN R.C.E. No. 25742 EXP. DATE 1231 /05 Date: 'Z1'02 CITY OF FONTANA, CALIFORNIA SOUTHRIDGE VILLAGE DRAWN BY STREET IMPROVEMENT PLANS s.z. DESIGNED BY: TRACT 1 120 JTT CONIFER COURT SCALE:. SHOWN DATE: 8/26/02 CHECKED BY: APPROVED BY: ' 6- (4� c% 5]c b CITY ENGINEER R.C.E. 51152 DATE: DRAWING NO.: 3 3203 3 °