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Home My WebLink About3557-5AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER '\ 20 mm (3/41) DIA. ISM 0'300 m1494012') FACE PLATE AsAMOLY PR'OAfWSST NDARO PUBLIC iNORO3 aos INC. CUR OPENING CATCH BASIN METRIC EACH WAYS - min (1/44)R STREET, GUTTER. O ap3 20 mm(3./4') SQUARE OR LOCAL DRES_ SIO.N 5V FA USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV. lean SHEET I OF 2 US9 VyITM STANDARD SPECIFICATION3 FOR PUBLIC WORKS CONSTRUCTION 140 mm (4 At BARS - a ---- • 312 � � � SLOPE BOLTS AN HEX. NUTS 150 Piro 130 mm FLOW >_ 3557 -STREET ANCHOR--- (8'1 t6'3_ L)NE 1n PLA-- PLATE to DOWEL (TYP-)-/ 1610 0 mint r 200 mm SCORINE3. SPLICE PLATE N a> CURB LPE 2 (a 15W04iSTEPS 150 Porn 130 mor for 4 }EFRAME � Eil � I 2 111 IOD mm (4'1MIN. 200 min rp ASCI# } 1 1( «T 300 MM 73 men {t•7W(Aat. (3'3R -'` tr) RFEIAME) (sel o 4m La m 1(9') 150 mm 130 mm I5M 0 300 mm ISM 0 450 mm ow (141 (41 {61 (69 ria {•4 61$') -"- ®• 4m 2.4 m 150 MM 200 mm OPTIONAL SUOGRAOE CONNECTOR PIPE OR MONOLITHIC CATCH. _ (6.1 (81) 8 04 O 18') EPS `av SECTION A -A N d I ` I oo240 mnI mmc9,) r 11 90, (121 (8'} (100) "-" (a4 0 6.1 04 0 18•)M '- 12 mm mo """ DOWEL ITYP.t mm (28'1 (4')m 16. (a0 13 0 2i) P PLAN 04 0 (850 1.- DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER '\ 20 mm (3/41) DIA. STANDAR() PLAN PR'OAfWSST NDARO PUBLIC iNORO3 aos INC. CUR OPENING CATCH BASIN METRIC GREEEvdOR06 ARIMTTE¢ COMM O 300. 2 20 mm(3./4') SQUARE 16 mmX38 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV. lean SHEET I OF 2 US9 VyITM STANDARD SPECIFICATION3 FOR PUBLIC WORKS CONSTRUCTION SUPPORT BOLT AND FACE PLATE (120 _mm (4 I!20) TOP SLAB) CURE) LINE60, mm (71 3-15M: (•4) BARS X (W'+ 150 mrff(6')) 6 mm 0/4.1 RADIUS IN ADD)TE(IN TO REINFORCING STEEL PER APPLICABLE CATCH S mm x 234 Milli30 (t 114 mn / BASIN STANDARD PLAN FACE PLATE 7 m q `� 20 no 01/16.) RADIUS rob 4A 30 .mill tl -1/41 ry HEX, NUT$ 1 30 ffah t1 1/89 ca 5 rnm 0/4.1 HOLE IMPLATE N RAO#US< !0 mcn (3/811 DIAMt:T COUNTERSINK -25 mm {E') C.C. ON SUPPORT BOLT POR ET SCREW. NONE REOVIREO FOR CURB DACE LESS THAN J80 mm (7`), THREE REOUIRED FOR 180 00 17`) CURS- FACE:. ADD ONE: COUNTER INE( FOR EACH 25 mm (1'i Of CURB FACE GREATER THAN Intl min (2')• 23 mm (I') SUPPORT BOt. T LENGTH=C,F. PLUS 150 thm (64) •:Q - k+ ' + .�` " 4A=1$` FOR CURB BATTER LESS THAN 2112 STO FOR CURES BATTER 2:12 THRU 4:12 ' xAS: SHOWN ON PLANS FOR ALL. OTHER CUR13 BATTER # o . SECTION OPENING FOR CONC. PLACEMENT (TYP.) B mm X 254 mm INTERIOR FACE OF CATCH (3/16' X 10.1 BASIN END WALL 8 mm X 254 mm FACE PLATE (5/16' X 101) 7 ' FACE PLATE I END DETAIL LOCATE WELDS IN LONGER SPAN SEGMENT --JOINT SPLICE DETAIL ANCHOR AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER '\ 20 mm (3/41) DIA. STANDARD PLAN METRIC PUBLIC WMK3 STANDARDS INC.. GREE(+BCI ; TfEE AND PROTECTION BAR HOLE (TYP.) 19 O ( i3`1 --1--- 20 mm(3./4') SQUARE 16 mmX38 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 300 lobi HOLES ( � /89)0 1£ BARS BARS B BOLTS AN HEX. NUTS 150 Piro 130 mm INDER >_ • - 3557 -STREET ANCHOR--- (8'1 t6'3_ (41) 1n to ENO ANCHOR (TYP.) 1610 0 mint r 200 mm SPLICE PLATE END DETAIL LOCATE WELDS IN LONGER SPAN SEGMENT --JOINT SPLICE DETAIL ANCHOR AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULraATEO KY THE CATCH BASIN FACE PLATE ASSEMBLY STANDARD PLAN METRIC PUBLIC WMK3 STANDARDS INC.. GREE(+BCI ; TfEE AND PROTECTION BAR 310-1 19 SH$T t Ot !CO VV REV. saes SHEET I OF 6 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTE")' 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR 13 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 TE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED DE0 VI TH A WEAKENED PLANE OR A 25 m m(1} DEEP SAWCUT CONTINUOUSLY ARN THE EXTERNAL PERIMETER OF THE CATCH BASIN WAILS, INCLUOING ACROSS THE FULL WIDTH Dia' `1`HE 910EWALr<_ SURFACE OR ALL EXPOSEO CQNCRErtE SHALL GONrORM IN SLOPE. GRAOE, COLOR. riNIS14. 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 m44.5'l. VU z THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM ENO OF THE BASIN. AND SHALL BE DETERMINED BY THE REOUIREMENTS OF NOTE: 3. BUT SHALL NOT BE LESS THAN CURS FACE PLUS 300 mm(12.1. V, = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CUR13 AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS. H is 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 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 "W) PIPE EMBEDMENT. ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 75 mmt301 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 173 mm(?') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm42-1/21. ALL OTHER STEPS SHALL PROJECT 130 rnm(5.L 7. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2 m(7') 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 PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 633 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH FOR 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 SIXES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN 304-2 CURB OPENING CATCH BASIN STAM ARD PLAN METRIC SHEET 2OF2 NOTES 1. THE CAST IRON USED SHALL CONFORM WITH ASTM A -48M CLASS 358. 2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER TESTING AND INSPECTION. 3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF TWE"COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE WITH FEDERAL REGULATIONS. 5. WEIGHT OF FRAME SHALL BE 15 Kg (30 POUNDS). WEIGHT OF COVER SHALL BE 40 kg (85 POUNDS). ACTUAL WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%. 6. THE MANHOLE FRAME AND COYER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE: AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 13,000 kg (28,600 POUNDS). 8. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARO PLAN 3128.1 CATCH BASIN MANHOLE FRAME AND COVER STAM ARD PLAN METRIC SHEET 2 OF 2 K " REV. TOLL FREE \ 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT (SEE CATCH BASIN STANDARD PLAN) #*--A co .-. .. REAR WALL Lam? ta` 50 rnrft t2`l CI.. E 8ARS C aAA9 C 1')AAS _ D BAAS 50 mm- F LIARS 50 mm A. BARS x n- B BARS I ti I $: T MAX. MAX.1 CATCH BASIN REINFORCEMENT STAM ARD PLAN METRIC GREENbOCU(C6GpNT:'fE - 309-1 4L SH$T t Ot !CO VV Y SHEET 1 OF 2 ! f BARS BARS BARS BARS BARS BARS I m 2.4 m 150 Piro 130 mm INDER INDER JIT CHAUHAN R.C.E. 28466 • - 3557 -STREET (3.51) (8'1 t6'3_ (41) & S.D. to 3.5 in 200mm 200 mm 2 (a 1.8 In 150 Porn 130 mor 2 111 3.5 m 200 min tr) t12 1 (sel (0') 4m La m 1(9') 150 mm 130 mm I5M 0 300 mm ISM 0 450 mm (141 (41 {61 (69 '® 04 0121) {•4 61$') -"- ®• 4m 2.4 m 150 MM 200 mm 15M 0 300 mm ISM 0 450 mm (141 (6.1 (81) ""'" 04 0121 04 O 18') 4 ra 3.5 is 200 MM 230 mm ISM 0150 mm ISM 0 430 mm (141 (121 (8'} (100) "-" (a4 0 6.1 04 0 18•)M '- 12 mm mo """ mm (28'1 (4')m 16. (a0 13 0 2i) """ 04 0 (850 9 m 1.5 m 130 mm 200 rnm ISM 0 600 cewr ism 4 450 mm (281) (59 (6') ($*1 04 O 241) (64 0 181) 9 rs 1.8 nI Iso mm 200 mm ISM 0 050 mm ISM 0 050 mm (281) i6') (601 (80) 44 018•) "" "'-' (+4 0 18') 9 m 2,1 m 200 200 mm ISM 0 423 rno 154 O 450 men (28') (7') (8.) (9`} 04 0171) 9 m 2.4 m 200 200 Orrf ISN O 325 sun 15M O 450 mm (281) (8'l (8') (8') (04 0131 164 O 18') 9 m 2 7 m 200 min 250 nm ISM 0 375 mm 15M 0 450 mm (28') (9' 1 (8'I (101) (+4 015*) „-- "- "°` (94 O 18•) ®' 9 m 3.0 m 200 mm 250 mm 15M 0 300 mm ISM 0 430 mm (281) (101) (811 (IO') 04 012'1 _'•- 04 0181) 9 m 3.3 in 200 mm 230 rtnn 13M o 373 mm 13M o 230 15M 41 4 S mm 15.M 0 450 mm (281) (ir) (8')(101) (65.0IS') (04 010.1. 04 018'). 04 018•) 9 to 3.5 MI 200 250 mm 20M O 450 (51110 225 mm ISM O 450 mm 15M 0 450 mm (28'1 0211 1 (8'1 (10.1 1 06 *1**) "'"" '"" 04 O 9') 04 0 18.1 04 0 18') FOR W ► Sm (281) ORB > 1200mm (411 SEE PROJECT PLANS CURB OPENING CATCH BASIN REINFORCEMENT AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �R` WORKMUI S TE��Y 03 PUBLICNOO STANDN:OS INC.' CATCH BASIN REINFORCEMENT STAM ARD PLAN METRIC GREENbOCU(C6GpNT:'fE - 309-1 4L SH$T t Ot !CO A REV' im SHEET 1 OF 2 'ISO IMTH STANOARD SPECIFICATIONS FOR PU-SUC WORKS CONSTRUCTION AHOUL"4a� D+ 50 mm a 25 slat IV 11) DIAIIAOND MAT 3 mm (I/8.1 .•'' (LEEP -•-^-®-- TION At 356 men (14') om AND TAP HOLE AND INSTALL it 32 mm (3/4' x 1 1/41) 1(SS STEEL. SOCKET SET WITH 10 MM (3/81) _ 1 , A LOCKING QgylCg SECTION A I$ ma (5/90) R GAP III RIM OF COVER OPPOSITE PICK HOLE BOTTOM OF MANLiOL.e 9QYEB R 8 JO S RTLINE ies JOIN RETAIL "B� QETAIL 'C' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �M." tii� 10HATED i $TANflAitO WAIL M1 11: G BARS MANHOLE FRAME AND COVER 312-2 4L SH$T t Ot !CO A ISM 0 150 mm (04 0 6') 3.S M (12') INSTALL I5M p 150 mm 05 0 6'1 LOCKIN4 DEVICE = • . _ 1 , A LOCKING QgylCg SECTION A I$ ma (5/90) R GAP III RIM OF COVER OPPOSITE PICK HOLE BOTTOM OF MANLiOL.e 9QYEB R 8 JO S RTLINE ies JOIN RETAIL "B� QETAIL 'C' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �M." tii� CATCH BASIN $TANflAitO WAIL M1 11: G BARS MANHOLE FRAME AND COVER 312-2 fNi It" 4 i SH$T t Ot !CO US! VIATN STANDARD sPcFtGTTO 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 REVISION DESCRIPTION DATE ENGR. ICITY DATE STANDARDS IN EFFECT. cry �� v � Nu. C28 6r, M Exp 03-31-06 � Ir) �. CtVt� E t50 11M I G BARS G BARS 50 mm (2') CL. G BARS j y TYAICAL REINFORCEMENT DETAILS y t SIDE AND END WALL STEEL MAX. G BARS 1.2 m (41) 150 mm (61) ISM 0 250 MM (04 0 101) 2.4 1sT (81) 200 mra 099 ISM 0 150 mm (04 0 6') 3.S M (12') 250 mm (IO') I5M p 150 mm 05 0 6'1 70- R V)3.5 in (129 SEE PROJECT PLANS GRATING CATCH BASIN REINFORCEMENT NOTES I. UNLESS OTHERWISE SPECIFIE=D, REINFORCEMENT FOR CURB OPENING AND GRATING CATCHS BASIN SHALL TERMINATE 50 mm (20) FROM FACE OF CONCRETE. 2. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. 1F 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 PU13LIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 309-1 CATCH BASIN REINFORCEMENT SHEET 2 OF 2 Prepared Under The Supervision Of : IN ROW&• STREET IMPROVEMENT PLAN Y: INDER ENGINEERING, INC. 2651 E. CHAPMAN AVE. STE. 101 AN FULLERTON, CA. 92831 DRAWN BY: As Noted PHONE (714) 680-9641 OV R VE FAX (714) 680-9671 EMAIL: IJCHAUHANOAOL.COM SATPAL DESIGNED B APPRO D BY: s Q ✓Jr1 '/ C/ +�.,t� Date : 3-10-04 INDER CHECKE INDER INDER JIT CHAUHAN R.C.E. 28466 IN ROW&• STREET IMPROVEMENT PLAN Y: CITRUS AV UE SCALE: AN PM 16055 As Noted OV R VE CUP ASP # 02-022 # 02-026 DATE: 02-09-04 APPRO D BY: s - 0 DRAWING N DA • - 3557 -STREET TY ENGINES R.C.E. 5115Z__ & S.D.