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HomeMy WebLinkAbout2518-a-4SUPPORT BOLT AND FACE PLATE (41A" TOP SLAB CATCH BASIN FACE PLATE ASSPIA AND PROTECTION BAR GIN. LNM r , 90NOXWPAM PLATS•BASINS 3-�4BAMx(W+ah 01 ADDITION TO RE 9111 r I STM PER APPUGARt IM" RAM110 TIE C.L. W CWWf AVE. W"0 01 CATCH MINI STANDARD PLAN # s sale:. NVM' RABNYB •:, • • «w _ :�••'. �� AD 29/ 19 MA! um A! THE �N• ALTERNATE UPPER AND I OMM DPMI 8Y: ANCHOM A$ SHOWN HOOK ANCHOR - 41/2" TOP SLA9 1 • MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE O y EMOMMMMO AS SHOWN max. NUTS ' tip" NBN.i • IV NBA.E 0 MAN IN PLATS I /•• PAWHO CUC AMONGA. C A 91730 M• . l�:4 CHECKED: :•� - 3/B" DIAMETER w C COUNTERSINK-I"C.C, ON SUPPORT NST FOR SET SCREW. NONE REOWOEB FOR CUM ME �» IRISINS �� ' i LM THAN 7". THREE REOUIREO FOR 7" CUM FACE. ADD Old JOB NO. COUNTERSINK FOR EACH INCH OF CUM FACE GREATER THAN 7" Dws .. Nwo . T.NO• • (" SII'PORt BOLT FOR DETAILS NOT SOV40, on AIDE Phi 44 -WO" VW KM/ SIBNf 1. LENGTH- C.F. PLUS G" .11 / •' • • • At A ■ Ir BOR CIIRB BAT TER LES THAN I'll • • f•FOR CURB BATTER II:It THOU 4: It • • • AS $010" 0� PLAIN PM ALL 011 CURB BATTE Cjm TI apffim IF" cow s/IG" x Is% L FACE /LATE HENT 1/ PLACEMENT (TYR) ){w � LKATIj WS& PLATSi LONM INTERFACE M CAT" IOR BASIN EM WALL ��xPLA11CARRIAGE MINT ��� s/4• BNA. 3/4" DNA. "OLE(TYRI i i • 3/4"5/•'.x 1 I'0"SGUARAaOOTS - 3/4" flowX I 7 -- - — 1 V . 11 if AUSEX. _ 1 WILc T - I NUTS • • ! �. ' HEX. NUTS AN:NBN _ Alm"" • - • A 00 N+T' I SPLICE FLATS ■ 4• » A � END DETA�1. - J"T END DETAIL SPLICE DETAIL ANEFACAM PUKX WOIWG AMOCIATIOM - 90UT> CALIPOlIMIA C11AP7M B. AN CATCH BASIN FACE PLATE ASSPIA AND PROTECTION BAR 310-0 USE WITH STANBAW SPECIICATIONG 11011 PUBLIC WORKS CONSTRUCTION BASIS ISUST t GP SUPPORT BOLT AND FACE PLATE (Ir TOP SLAB) GMM LINE wy , I • BASIS 3- #4 BARS ItM+On) IN ADDITION TO RtINPOWANG Sn1L PM APwcwr`s IM" RAM110 TIE C.L. W CWWf AVE. W"0 CAV SAM ST1MIOAM PLAN # •:, SURFACE COURSE TO BE IGEN- • /� «w _ :�••'. �� TICAL WITH AOJONMNG SPECIA j /Oil M SIDEWALK AS SHOWN ON PLAN 29/ 19 MA! um A! THE �N• ALTERNATE UPPER AND I OMM DPMI 8Y: ANCHOM A$ SHOWN HOOK ANCHOR - 41/2" TOP SLA9 303 rfM& MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE O • �• • EMOMMMMO AS SHOWN •[ / ' tip" NBN.i • IN PLATS I /•• PAWHO CUC AMONGA. C A 91730 M• . l�:4 CHECKED: of . w / .. � '/V 0 X r STEEL ANCHORS, 1S" O.C. MAX.. JOB NO. ALTERNATE UPPEN AND LOWW ANCHOPM Dws .. Nwo . T.NO• • • / FOR DETAILS NOT SOV40, on AIDE Phi 44 -WO" VW KM/ SIBNf 1. ROUND HEAD .11 / •' — 41)0" TOP SLAG CITY ENGINEER R.C.E.1 OPENING Foot CONI PLACEMENT (TYR) Cjm _ PON SIP CMM "SIN ENM WALL %aa low s/IG" x Is% L FACE /LATE HENT 1/ PAOt PLATS i 3/4" DNA. "OLE(TYRI i i • •- - 3/4" flowX I 7 -- - — 1 V . 11 if • 1 WILc T - I • • ! �. ' HEX. NUTS AN:NBN _ • - • A . EIM AMBNBNt►1►M f"x 3/B' X B" •�-�+-5• D� WOLM PLATS = _ • 4r i END DETA�1. JOMOT SPLICE DETAIL AMMICM PUKX WOM(9 A990CIATION - 901ITl1s111 CALIPOAMIA C"APTM STAX10011I0 PLAIN 310-0 ANCHORS CATCH BASIN FACE PLATE ASSEMBLY AND P-IOTECTION BAA IENCH MARK: # 360 OF BASIS GILT ! • B • 'IV 0 $To 21" O.C. MI UP'PEA AN INCHOM FACE 3/t PLATS ANCHORS O FONTANA C IENCH MARK: # 360 OF BASIS •. .� TIE C.L. W CWWf AVE. W"0 # . CDR. OF EASEL IRE AVE. N 001"06'096 E PER P.M. IMIL 9 SULTANA AVE. P. 0. • . 29/ 19 MA! um A! THE 'h' 0 STEEL ANCHORS, 21" O.C. AAAI(.. ALTERNATE UPPER AND I OMM DPMI 8Y: ANCHOM A$ SHOWN HOOK ANCHOR - 41/2" TOP SLA9 303 rfM& MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE E SS DESIGNED: EMOMMMMO AS SHOWN 10601 CHURCH STREET STE. 107 y PAWHO CUC AMONGA. C A 91730 M• . l�:4 CHECKED: of . + 146. EPs 3 -as -ti .. � '/V 0 X r STEEL ANCHORS, 1S" O.C. MAX.. JOB NO. ALTERNATE UPPEN AND LOWW ANCHOPM Dws .. Nwo . T.NO• //-- AS SHOWN ROUND HEAD ANCHOR — 41)0" TOP SLAG PROTECTION BAR ANLL SUPPORT BOLT(al IACLZ - ADJUSTASLE STIRRUP(Sl — (TYPE Al MQ011PLORmo WITH Siff PV= KATE s/4" 96A PAOiltl/M 41111111 SCREW\ BrPPGrtT OB►T IN ADJUSTABLE STIINMIPITYP) EM ELEVATION FLATTEN ANCHOR END STB. 3M" L f/t'NOtt. TO PREVENT TURNING STEEL P B� 1/4 DEEP/ MM} Me TA! NK TAIS1 IMGB� / 3/0 - NC x N/t stT WITN S/NNt " RECESSED x` \ E / =r =r STB. 3/4" STEEL COUPLING PAOTECTON BAN TO FIT SNUG OVER ENTIRE WNb"U"" NMN TNREAN . , .• DOUBL ' f � SIMIPMT TRT .r,vgw E r "N f ISI' f f � / in. lift •� ' L AN11MI 11Bfri Me INSTALL • ' • 3/ • - NC x i/t' SOCKET SET unw •: WITH 3/0" "CESSID NICK HOLE PROTECTION- BAR STIRRUP LOCATION STIRRUP DETAIL, W PROTECTION BAR AND SUPPO I BOLT(Sl WITH FIS STIRRUPM —• (TYPE In 3/4" BM. MWT99TNM BAN IT Slw AMi StCT1M3 MIN.)STN~(T".) THREADED EACH IIM/1R•NIP" FAGt ►LATE N�CAP(/MT)�[Y9 DBLT/11, LIM!!!T1r(It EYE BKT` �CAP(M I� ,r Bow I1`0 111C VATKL FACE KATE Art SN" HOLE - S/G" EYE MT .NSTesT»N Btl1N V41:101IM91401 /_�fw PLA" 4) TYP / �►1 ' f [jj 11y" 1MLt / �- suppaln iiiT wt" # FIXED STfRRW-� % PMTBCTNM NIRA a -we" / f seer � f / �.i • • l f STIRRUP DETA�. NEW,#M PV" weAK I AS 10 Calk I I N - 9e410n 111 CAL,s0A1iA CHAPTM B>f+11N.A1. P CCN usm FACE PLATE AliEMBLY AND Pl10TECTION BAA 3104 N ' 1. ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SMALL BE STAINLESS STEEL OA •AAM. I EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL BE QftV1A1iII0I1ID A "M FABIMCAlIQi 3. CURB FACE SHALL BE AS NOTED ON THE PROJECT PLANS. A CURB BATTBR SHALL BE 3:12 UNLESS OTHERWISE SPECIFIED. FACE PLATE i FACE PLATE LENGTHS SHALL BE CATCH SAM W PLLNI 12 INCHIIIS LIFT AS 1S>M11 = PON A "CUM OPENING CATCH BASIN AT DRNEWAY . l WHEN THE LENGTH OF THE FACE PLATE IS BETWISN 22 FEET AND 43 FEET, TWO SECTIONS MAY BE USED. WHEN THE LENGTH EXCEEDS 43 FEET, THREE SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL. SPLICE SMIALL BE PLACED ONE FOO' FROM A SUPPORT BOLT. T. WHERE CATCH BASINS ARE TO BE CONSTF%)CTED ON CURVES, THE 1011A)MM CHORD 11.8019TH POA THE FACE PLATE SHALL BE SUCH THAT THE MAXIMUM PERPENDICULAR DISTANCE TO THE TRUE CURVE SHALL NOT EXCEED ONE INCH. WHERE MORE THAN ONE CHORD IS REQUIRED, CHORD LENGTHS SHALL BE EQUAL. CHORD SECTIONS SHALL BE SPLICED ACCORDING TO THE APPLICABLE SPLICE DETAIL (MODIFIED TO FIT THE CHORD 09FLOCT OPO AND A SUPPORT BOLT SIMLL M PLACED ONE FOOT FROM THE SPLICE. S. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NiISON H4F SHEAR CONNECTOR, KM WELDING SYSTEMS QW46 CGN SHEeA R CO*OWGTOR ON EQUAL SUPPORT BOLT B SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OP91NMI9 IS 7 PRET 00 GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT SE LM THAN 3 FEET S INCHES ON CENTER NOR GREATER THAN 5 FEET ON CENTER. $Tlla+uP IB. FOR TYPE A, THE MATI RAL SWILL M CAST STEL, PoloECTIOM BAA 11. TYPE A SHALL DE UMC UNLESS OTHERWItE SPECIFIBt1. 12. FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN "IK N OVER 21 FEET, TF§ PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIOW. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BAR PIECES SHALL CONSIST OF A 5 -INCH LENGTH OF STANDARD '/«INCH PIPE WITH STANDARD COUPLINGS FULLY THREADED ONTO EACH END DRILLM AND TAPPBD FOIA A SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR. I& FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDID STIRINIP ON SACH SUPPORT BOLT ARE REQUIRED. 14 M 8MR OF MMECTIC IN SAAS IMT LOCAIMM AS POL OW& MAXOM M CUM FAC[ y� 0:12 0 0 s. sl 3.Y 3•S• 4. S, •.S• 5-15-v 3.S' •.Y n.Y w5 F 1:12 O 0 3•5 3•s• 3.51 ••S• 4•S• S•S I.S• 3•Y ••Y •-Y S. 1:12 0 1 5 -sl 3.51RS' ws• 5•5 3.S' 3.S' wY 0.S• 5•t S. 5:12 0 1 3 -sl 3.5• 41-V t•SS.s 3.S• 0•S• ••Y S.Y S•S• •.S x:12 0 3•s• 3•5cs• r S• S -S 3 5' 3 S' •-S• •.Y S•S• S• r. 0 ) 2• 3' NUMBER OF PIIOTECTION SAA FOR OTHER CUM FACE OR BATTER. SEE PROJECT PLANS • TYPE A PROTECTION BAN ONLY ArMMGAM Pwax WOAK9 AMOC1AT10M - 90Y:1wN CALLA CNAPTM OMNMM PUN CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAA 310-4 SIFT G M G PLANS PREPARED FOR LEWsS HOMES (F CALIFORNIA ATTN :Iris. irillO RAYL 1156 N. MOUNTAIN AVENK P.O. BOX 670 UPLAND, CA 917" PHONE V149) 985-4971 REVISIONS • DATE IMOGENE AP "d WP1id AY= 2/' CA" I BASIS DBTAIL / _. f -00-0,0 !� � %► ,rN�TTI�t !I "Gl�TrEi! 1 1 - W1,14, Ys 4•& 26. id r.C„ 2i.ov. r CATCH BASI1 DETAIL G 4,em Aw 0%/ "ai/l7 VAP ■ , ;1 de oil lk. - v 44 0 41 y % ze► � N� CATC1 BASI DETAjL C I 1. o— I A• — ive©rXtoff GLS 4W -i "T. 2!' C1� E'�CASE�tEB"t QET`AiL DATE N•r•S. w t f Alw st Z =V7 % ll. w 's - r"e - 7�-q 1#00'. 11A we es; P,_ Te -a. @#.torc)ssal� CAM BASIS DBTAIL .SeAc Af �i .0 f r• Q d CITC1 WIN DETAIL G& OUIMAM- dw l iilllr sow AC 0014 / AOrIVM 00 I 1 h�� .os lid f � i •1w��. �wrYL oeoo� �� taus SECTION 'A -A' APDfr^^L 416Wr CY" WAY AC.494*rAW Cu",Mrz.1' 451WALIC MwcM6&t> M#G . DIETS CITY O FONTANA C IENCH MARK: # 360 OF BASIS OF BEARINGS; SPIKE IN NORTH FACE PP # 1536697E 9 S. W. TIE C.L. W CWWf AVE. W"0 # . CDR. OF EASEL IRE AVE. N 001"06'096 E PER P.M. IMIL 9 SULTANA AVE. P. 0. • . 29/ 19 MA! um A! THE 9ASIS OF BEMIMM FM THIS PLM DPMI 8Y: PREPARED IN THE OFFICE OF CONSTRUCTION MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE E SS DESIGNED: DETAILS AS SHOWN 10601 CHURCH STREET STE. 107 y PAWHO CUC AMONGA. C A 91730 M• . l�:4 CHECKED: TRACT IVO . 15 7 0 3—w 2 OAT€: PHONE (909) 948-1311 EPs 3 -as -ti JOB NO. Dws .. Nwo . T.NO• //-- jc 120-11 90 © . 25/8 A 4 i f' 4 NA R. 4814 DATE CITY ENGINEER R.C.E.1 *P* CITY OF FONTANA IN ANK BASE - 23 a 2551 PF: ill WAD PU / 120- SM I M#G . DIETS