Loading...
HomeMy WebLinkAbout2548-4s SUPPORT BOLT AND FACE PLATE (4'/21' TOP SLAB T' OUIM LNR $/M'xN" FACE PIAT[ 1/1-RAOIW 3-04 BARS6") IN AUDITION TO REINFORCING STEEL PER A►PLICABL[ CATH DAMIN $TANSAM PLAN _ 6614, y" RAMw ADJUSTABLE STIRRUP(Sl - (TYPE A) END ANCHOR WITH 3/4" DIA. PROTECTION DM COUPLING AND SET FACE PLATE KMw SUPPORT DOLT WITH ADJUSTABLE STIRRUP(TYP) END ANCMM ir DOWNSTREAM w END OF DA$IN ELEVATION FLATTEN ANCHOR EW STD. 3/4" TO PREVENT TURNING STEEL ►w6 DRILL I/2" MOLE, 1/4" DEEP/ DRUM. AIM TAP NOL[ AW INSTALL _� /3/S-NCXI/!-$OCxET BEiSCNEw - WITH 3/I6" RECESSED HEXHOLE \' •• • • / • -11[x. NUTS o 414'1 `IV HOLE IN PLATE T L c � Mr it c TM. 3/40 STEEL CObPtWG MIOT[CTNN MAN 3/0" DIAMETER COUNTERSINK -I"C. C. ON SUPPORT DOLT TO FIT SNUG OVER ENTIRE ��• • c FOR SET SCREW. NONE REQUIRED FOR CUM FACE LIM LENGTH (3/4" NPS THREAM „4 -MAN" 'i THAN 7". THREE REQUIRED FOR T" CURB FACE. ADD COUNTERSINK FOR EACH INCH OF CUM FACE GREATl� END ANCHOR DETAI THAN 7" o 1" SUPPORT DOLT LENGTH• C. F. PLUM G" • A • IG' FOR CUM MTTIEN LESS THAN ! 18 ' C . - • • • • 9 FOR CURB MATTER 2: 12 TNRU 4: IG �\•. • - ' �' • • AS SHOWN ON PLANS FOR ALL OTHER " CMO DA'TTM \\ / . • - SECT rl Pf.ACEMENT (TY►) 5/14 X 10 / MtMIM FUIN COM FACE PLATE LO SPMNWiGM- INTERRIR FACE W COM PENT $11►PONT BA$HI END MILL S/1•-XIO` 1/4 BOIL -FACE PLATE �I \\ �• DIA. / IIDL[(TT►) - 2• PROTECT" / I16 / f�J ATARI[ 30 got 3/4" '-j# CARRIA69 -t-- ■ I NKn BOLTS AND _ • HEX. NUTS _ 1 w f - - ANCHOR •• • / i"X 3/9 XI)" " w w AMINM •• / • [IM AMCINR(TYP:I SPLICE PLAT[ 4 o.12'" • JOINT • , • END DETAIL SPLICE DETAIL • AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHER'N CALIFORNIA CHAP'TBR 11r w THE APWA•ABc WIEW ""''"A"fE °""""'E CATCH BASIN F&CE PLATE ASSEMBLY AND PROTECTION BAR STANDARD Ka 31 ii -i INN PLATE SNIT 1 OF • WE WITH STANDARD SPECIFICATKNIG FOR PIIMLIC WORKS CONG"WC M SUPPORT BOLT AND FACE PLATE (a" TOP SAB NIM LIN[ lo • G/ -x 13• w a-#4 emna4 r•G-11N OA MTOW TO F ►LATi REINFORCING STEEL PER APPLIDAMI6 CATCH BASNI STANDARD PLAN IN- NADNAG 1 w a 3" ' /SURFACE COURSE TO BE IDEN- • •.;, �// TICAL WITH ADJOIN" SPECIA iw GS4j /0/ SIDEWALK AS SHOWN ON PL MIPSS" AAftIMO � • • • 4 � � F / IN PLATT 11/� wl / Y • •IFOR DETAILS NOT 2190wll, SEE FUN / / •. PLATE (4-I/!" TOP $LAD) SHEET 1. SECT PIMACEIKI"NT coow LOONS �M FA$[ M CMIMI S/16" X 131yq" MEN $/AA NN END WALL BASFACE 'IN xID�• FACE PLATE DOE .ARS M t ------------ L PLATE 4•N EACH WW �• " C 1 -ACE y FLOW LNK SURF �- \ f L 3/4" DIA. HOLE(TYR) . � I I , i ExTRA*4 I I -11011111 sI ; l� d rN 4 1` 2 I ON 2 SIDES OF 33" i' !• R ' -3:2-\ sLOK CURD LINK • I - AINMANHCOV[ROLE R'ME j iLITY" 1- CLEI • . apWPI W W V '_ 01 I 1 M CATCH BASIN - 4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF IA" MIIN" 33/4'0UANt CAIN11/ " tIA W ARM Cov" ,�` ! I • I I ` j-� 1 NO[[$ SSOLT$ AMDA �M I R - I---� 6 0 E 12* MAX. IC- I HEx. Nun -r- '� STEPS I • ��� S 14' 4 PM -CONNECTOR P OR MONOLITHIC CATCH GAGIN = i 6" ` OPTIONAL R0U4INEWS, CONNECTION • 6 • II CONST Jew IT"..1 co j DOWEL (TY►.)-- SECTION A -A PLAIN 16. E D ot 'W • w 2- Room O [AMNIMtTw11 M Mae PLATE 4• 4r - - #14 Ca l M" - JQNn END DETAIL 6" 8" #14 0 24" SPLICE DETAIL aIn■RICAN PUBLIC WORKS AMOCIATKUII - SOUTHERN CALIFORNIA CHAPTER $TANBAIM PLAIT 310-0 $INET 2 OF • CATCH BASIN FACE PLATE Y AND PROTECTION BAR -- 'h" 0 STEF 21" O.C. M UPPER AN ANCHORS FACE PLATE ANCHORS r ' 3/G TYMCAL A N �• 112"0 STEEL ANCHORS, 21" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN Food( ANCHIM - 4'A" Slr n ...' U. 'h" 0 X V STEEL ANCHORS, 15" O.C. MAX., ALTERNATE UPPER AND LOWER ANCHORS AS SHOWN ROUND HEAD ANCHOR - 4'/2" TOP SLAB HOOK ANCHOR - 6" TOP SLAB A�CAM PI UC WORKS ASSOCIATION - SQYTl1�1 CALIPOIINIACH4411" IA sTANDwID Pun( CATCH BASIN FACE PLATE Y AND PROTECTFin BAR 310-0 MIISST i Oi • 14� - 6 m I' 1/:- MA. DRILL AND TAP HOLE AF@ INSTALL• 3/8"-NCXI/!"SOCKET SET SCREW WITH "" "CES•ED HEX HOLE 'IQf� STIRRUP DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANOANt PLAIN 310-0 SNUBBY 4 aP CATCH BASIN FACE -.PLATE ASSEMBLY AND PROTECTION BAR PROTECTION BAR AND SUPPORT BOLT(Sl WIT" FIXED STIRRUP(S1 - (TYPE Bl 3/4" DIA. PROTECTION BAN (SUPPORT DOLT A (2 SECTIONS MIN.) FACE KGT ATE pull" NMU P(TIM TOWAOM CAIN GMM0 NPT) • I/2"PNi wv) C!"PMS CCAAP("PT) EYE BOLT /COYPL MM EYE BOLT / 1/111 /'!1 FACE KAT[ w' / X3/1"HOLE oror � j - 3/6- EYE DOLT WITH HEX NUTS ` \�-PMTECTHNI BAA I EY BOLT DETAIL FLAME PLAN W' V u / $Y►PMT MKT 1/2" / FIXE / - STIRRUP % ►MTCCTNN DM a�D• / / /,/ .•: . .1 .• ./ f • • / �s STIRRUP DETAIL AMMAN PUBLIC WORKS ASSOCIATIIO N - SOUTHERN CALIFORNIA C14AFTM GTANMM I1LA81 310-0 SIMET f OP i CATCH BASIN FACE PLATE Y AND PROTECTION BAIT _ FACE Alleflow cow FADE • 040 Ir I4 I 90 - DOWEL DETAIL $4 00/F CA r/0W00/FCA r/OW 4954~ To s 77P 34 -0 E BARS- 2 AMOVE O FACE Alleflow cow FADE • 040 Ir DOE .ARS M t ------------ L T' I 4•N EACH WW �• " C 1 -ACE y FLOW LNK SURF �- PLATE I . � I I , i ExTRA*4 I I -11011111 sI ; l� d rN 4 1` 2 I ON 2 SIDES OF 33" i' !• R ' -3:2-\ sLOK CURD LINK • I - AINMANHCOV[ROLE R'ME j iLITY" 1- CLEI • . apWPI W W V '_ 01 I ENO �- r CATCH BASIN I�, 4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF IA" MIIN" MANHOLE FRAM[ S.$ W ARM Cov" ,�` ! I 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: • j-� 1 I! ► Ira E DAR[ -2 ABOVE S R 4" MMI. I---� 6 0 E 12* MAX. IC- I \\\� 6" - '� STEPS I 77- T -� ��� S 14' 4 PM -CONNECTOR P OR MONOLITHIC CATCH GAGIN = i 6" ` OPTIONAL R0U4INEWS, CONNECTION • 6 • II CONST Jew IT"..1 co j DOWEL (TY►.)-- SECTION A -A PLAIN 8" E D I4 I 90 - DOWEL DETAIL $4 00/F CA r/0W00/FCA r/OW 4954~ To s 77P 34 -0 E BARS- 2 AMOVE O STWJCTUIIAL DATA DOE .ARS M t 2 BELOW OPENINE DOE DAM WALL AND SLAB DIMENSIONS I W Im C DMM 040 M AND REINFORCEMENT REQUIRE NTS •IIDer 1 OF ! N4' WISE SHOWN. REINFORCEME V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE MWERT OF THE 33" i' MAX t 1F REQUIRED IN 12" FOR • GIEMtR 7HAN T2" GEE FMA[CT PIAN W V PRONG REM UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE ENO 3, BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FL©M OR SHLOLF. 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. WALL WALL SLAB 4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF IA" MIIN" I WALL S.$ •' S S 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: NK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE. N =NOTED ON THE PROJECT PLANS. 12 e e N R E DAR[ -2 ABOVE S R \ 6 0 E _ GTANMMM RAIZ RN CALIFORNIA CHAPT� 4' \\\� 6" - • G ' N 77- T -� - 14' 4 6 • -R F 8' 6" 8" - • 6 • II �# »" 1 N 1 E- �i 14 ue • Ic M C 8" E D ki 'W E M E - O 4' 6" C - - - #14 Ca l M" - 28' N 6" 8" #14 0 24" - - - #14 0 18" - 28' I4 I 90 - DOWEL DETAIL $4 00/F CA r/0W00/FCA r/OW 4954~ To s 77P 34 -0 PLAN CORNER CONNECTION A D MRS- 2 ABOVE M 2 DELDW OPENING 3-4 .4M" 'i A xl STRUCTURAL DATA E BARS- 2 AMOVE O C MARS DOE .ARS M t 2 BELOW OPENINE DOE DAM 630-1 I W Im C DMM 040 M • 1. REINFORCING STEEL SHALL SE 1-1/2 0NCHIES MA M PROM FACE OF 001OKW M UM.EM O "EW •IIDer 1 OF ! N4' WISE SHOWN. / V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE MWERT OF THE 33" i' '♦ 39" 12" FOR • GIEMtR 7HAN T2" GEE FMA[CT PIAN V�= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CUM AND THE INVERT AT THIS OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 INCHES CLEAR OF OPENING. MATERIAL SMALL CONFORM TO ASTM A276, 300 SERIES. UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE M 3, BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FL©M OR SHLOLF. 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE 4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF IA" MIIN" VI =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURS AND THE INVERT OF THIS CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES. DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-STRENGTH (;,000 Psi MINI, INLET. NOTED ON THE PROJECT PLANE. 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: NK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE. N =NOTED ON THE PROJECT PLANS. (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. 8" 0#41,e E DAR[ -2 ABOVE S (S) ANGLE A FOR PIPES THROUGH 30 INCHES IN DMMETER LESS THAN 70 DEGREES OII \ 2 861/111 OPINIONS" _ GTANMMM RAIZ RN CALIFORNIA CHAPT� 4' \\\� 6" - #14(3 tr 77- T -� - A 040NI" - 14' 8' 6" 8" - #14 0 IT C DSW �# »" 1 N 1 E- �i - 14' 12' 8" SECT10Fi A -A PLAN CORNER CONNECTION A D MRS- 2 ABOVE M 2 DELDW OPENING 3-4 .4M" 'i A xl STRUCTURAL DATA S + C MARS DOE .ARS M t C MMS DOE DAM 630-1 = 4Y 7 1 45" ? 40" •" S1" • 1 34' 9" hS7" 9 14 so" 91 i3" 10" 10 /4 72" II" w • • 1. REINFORCING STEEL SHALL SE 1-1/2 0NCHIES MA M PROM FACE OF 001OKW M UM.EM O "EW •IIDer 1 OF ! N4' WISE SHOWN. 1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHIOWN- V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE MWERT OF THE 33" i' 34" 39" AND BENT INTO WALLS OF MONOLITHIC FOR • GIEMtR 7HAN T2" GEE FMA[CT PIAN ♦ TrP. srwKT_RI _ w IL -I s � i PL .~. - 3/4" (TYP:) 3 . p «a A 31. T 110, SIDE ELEVATION PLA N I 1 r A-� 1 IF L� '-' A I ELEVATION PLA Y - € T y I 300-1 TYP �'; it " STMT IMS 1 « w> 2/' v)12' OR D> 4 1[E PROJEC rl P Nam 1. WHERE THE BASSI IS TO BE CONSTRUCTED WITHIN THE LISTS OF EXISTING 011 PROPOSED SIDE CONNECTION L SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED A EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE SIDE ELEVATION AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1 -INCH 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 SMALL BE FORMED BY CURVED FORMS, AND SMALL NOT SE SHAPED BY PLASTERING AMERICAN PUBLIC WORKS ASSOCIATION - SOUTfiRIN CALIFORNIA CNAPTER $TANeIIRID Pule 300-1 I STANDAN RIIJIM ByT'sN TEE BASIN CONNECTION 630-1 JOWT C� MONOLITHIC CATCH 30�p NDf 1. REINFORCING STEEL SHALL SE 1-1/2 0NCHIES MA M PROM FACE OF 001OKW M UM.EM O "EW •IIDer 1 OF ! INE wml Srmome DPDCwcAT1DUIM POR NOW WORKS CONSTRUCTION SECTION A- T A iNSTA DIMENSIONS UNLESS OTHERWISE NOTED ON DRAWINGS OR STANDARD PLANS FOR SPECi1FK'i STRUCTURES: D=7" E=i" OR T-1" WHICHEVER IS LESS. MINIMUM E = 3" S =12" MAX IMUM, E1tE'M1RY SWFtL"ED EXCEPT S =16" MAXIMUM FOR MANHOLES AND VNULTS W =16" MINIMUM EXCEPT W =14" MINIMUM FOR MANHOLES AND UNDERGROUND VAULTS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER $TANeIIRID Pule 300-1 I STANDAW PLAN "'°SCO PE ""III COMAPWAGC M JMNr COOPERATN[ OOWlTfSS STEEL STEP 630-1 116 REV . 19111 HOTEL !IElT 1 OF ! USE WITH STANDARD !PE(XRCATKIIM FOR PUBLIC WDMM(M COM71T1RiCf� 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A LONWTUOIML AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS A ANG $TANeIIRID Pule 300-1 I CURB OPENING CATCH BASIN 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE D BARS !UNMET ! OF S GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. HOTEL . 4. DIMENSIONS: 1. REINFORCING STEEL SHALL SE 1-1/2 0NCHIES MA M PROM FACE OF 001OKW M UM.EM O "EW 12 B = 3 FEET 2 INCHES WISE SHOWN. 1. UNLESS OTHERWISE SPECIFIED OR NOTED, STEP MAY BE ANY TYPE SHIOWN- V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE MWERT OF THE 2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT AT CENTER OF OPENING CATCH BASIN CONNECTION. REINFORCING STEEL FOR 2. STEPS SHALL BE STEEL CONFORMING TO ASTM A307 AND SHALL BE GALVANRED AFTER STEEL STEPS ARE SPECIFIED OR CALLED FOR ON PUNS, THE CATCH BASIN AT THE OUTLET = 4.5 FEET. AND BENT INTO WALLS OF MONOLITHIC FABRICATION. IF STAINLESS V�= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CUM AND THE INVERT AT THIS OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 INCHES CLEAR OF OPENING. MATERIAL SMALL CONFORM TO ASTM A276, 300 SERIES. UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE ROUNDED E-00 OF OUTLET 3, BOTTOM STEP SHALL BE MAXIMUM OF 2 FEET ABOVE FL©M OR SHLOLF. 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLASS OF CONCRETE AS THE 4. TYPES 1 AND 2 STEPS MAY BE CAST IN PLACE OR PLACED IN THE CENTER OF IA" MIIN" VI =THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURS AND THE INVERT OF THIS CATCH BASIN AGAINST A CURVED FORM WITH A RADIUS OF 3 INCHES. DIAMETER DRILLED OR FORMED HOLES AND SET WITH HIGH-STRENGTH (;,000 Psi MINI, INLET. NOTED ON THE PROJECT PLANE. 4. CONNECTIONS SHALL BE CONSTRUCTED WHEN: NK GROUT. TYPE 3 STEP SHALL BE CAST IN PLACE. N =NOTED ON THE PROJECT PLANS. (A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN. 8" 0#41,e W =NOTED ON THE PROJECT PLANS. (S) ANGLE A FOR PIPES THROUGH 30 INCHES IN DMMETER LESS THAN 70 DEGREES OII -THE E IN DEGREES INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND GREATER THAN 110 DEGREES. _ GTANMMM RAIZ RN CALIFORNIA CHAPT� L , THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, 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 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 -INCH 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 CUTTING 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 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANWOLS AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 306 MONOLITHIC CATCH BASIN CONNECTION 306 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BM 312 CATCH BASIN MANHOLE FRAME AND COVEAR 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOU THERN CALNKNU IA CHAPTER $TANeIIRID Pule 300-1 t CURB OPENING CATCH BASIN C BARS D BARS !UNMET ! OF S DRILL AND TAP HOLE AND INSTALL 3/4' X 11/4" STAINLESS STEEL SOCKET SET SCREW WITH 3A" RECASMiii Ilii( 34" DIA PICK HOLE HOLE. ALL THREADS TO BE N.C. I r X 1" DIAMOND MAT 'A" OEEP AGrV CY DCS1l'lNATMD INSCRIPTION. ALL IIMTAI.LAT10N LOCK" LETTFNS 1" HIGH DEVICE I _ ��\•• , \i , •/ 7A" INSTALL LOCKINM LOCKING DEVICE 1� �+ DEVICE XX L.--- t4" -- 5 - PLAN o de tax" OUTSIDE DIA. of COVER DETAIL Ir ,A• iv m •� ^C A" R \ TtW SO. As ItINFORCEMENT • • - J 3/4" (GIME GAION MORN OIMNMND PLAW 1 • • •' 22" DIA. 1/1fi" R s CLEAR OPENING ,I Q d 4 a 1«yI M I 2r DN. CLEAR OPENING - - - - -- S`�l SECTION A -A D 1 P• 0 1- C BANG » D BAN* l"CL. i �p »o k' F BANG t •` - DETAIL "B' 9t -CL. A MAN$ / >• i � M MASH « i tor ' G OARS x �y� / 3" OUTLINE WHELK !/- BOTTOM SIM \ RIB JOIN6 RIM N x/ 3(MNI. FIIMIEO $UNIIFAOE OUTLINE NR=� �� RUM JOIM TYPICAL REINFORCEMENT DETAIL S SAME ANGLE "R W L7 TMROUGM10llr GENMIAL 1 1'A' ,x. 1. ALL PARTS SHALL BE STEEL, EXCEPT SET SCREWS, WHICH SHALL BE STAINLESS STEEL OR BRASS. 2. EXCLUDING SET SCREWS, ALL EXPOSED METAL PARTS SHALL M GALVANIZED AFTER FABRICATION, 3. CURB FACE SHALL BE AS NOTED ON THE PROJECT PLANS. 4. CURB BATTER SHALL BE 3:12 UNLESS OTHERWISE SPECIFIED. FACE PLATE S. FACE PLATE LENGTHS SHALL BE CATCH BAST! W PLUS 12 INCHES EXCEPT AS MODIFIED FOR A "CURB OPENING CATCH BASIN AT DRIVEWAY". 6. WHEN THE LENGTH OF THE FACE PLATE IS BETWEEN 22 FEET AND 43 FEET, TWO SECTIONS MAY SE USED. WHEN THE LENGTH EXCEEDS 43 FEET, THREE SECTIONS MAY BE USED. SECTIONS SHALL BE SPLICED ACCORDING TO THE APP ACABL€ SPLICE DETAIL. SPLICE SHALL BE PLACED ONE FOOT FROM A SUPPORT BOLT. 7. WHERE CATCH BASINS ARE TO BE CONSTRUCTED ON CURVES, THE MAXIMUM CHORD LENGTH EOMI 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 DEFLECTION) AND A SUPPORT BOLT SHALL BE PLACED ONE FOOT FROM THE SPLICE. 6. ROUND HEAD ANCHORS FOR THE FACE PLATE SHALL BE NELSON H -4F SHEAR CONNECTOR, KSH WELDING SYSTEMS DIVISION SHEAR CONNECTOR OR EQUAL. SUPPORT BOLT CURB OPENING CATCH BASIN REINFORCEMENT 6. SUPPORT BOLTS ARE REQUIRED WHEN THE LENGTH OF THE CATCH BASIN OPENING )S 7 FEET OR GREATER, AND SHALL BE EVENLY SPACED ACROSS THE OPENING. SPACING SHALL NOT Eft LESS THAN 3 FEET 6 INCHES ON CENTER NOR GREATER THAN 5 FEET ON CENTER. STIRRUP 16. FOR TYPE A, THE MATERIAL SHALL BE CAST STUIL PROTECTION BAA 11. TYPE A SHALL BE USED UNLESS OTHERWISE SPECIFIED. 12. FOR TYPE A, THE BAR SHALL BE CUT TO FIT IN THE FIELD. WHEN "W" IS OVER 21 FEET, THE PROTECTION BAR SHALL CONSIST OF 2 OR MORE SECTIONS. A SPECIAL CONNECTOR BETWEEN THE PROTECTION BAR PIECES SHALL CONSIST OF A 54NCH LENGTH OF STANDARD 3/. INCH PIPE HREADED ONTO EACH END DRILLED AND TAPPED FOR A MAX. W MAX. V t A& B tP BARS C BARS D BARS E BARS F BARS t3 BARS 8 8 #4C 6" 12 10 #5 4 6" FOR V > 12' SEE PROJECT PLANS 5.5' 3.5' 12' 8" 8" **(Site 5•S' EENGGR'S APPRCCIiTY DATE APPROVAL DATE OvaI 3:12 - 7' 6' W 6" � 0_ - 7' 12' 8" 8" 0#41,e M•5• - 14' 4' 6" 6" - #14(3 tr 1P46, 18' - - - 14' 8' 6" 8" - #14 0 IT #14 (a 18" - - - 14' 12' 8" 10" - #4 Ca 6" #4(a 18" - - - 28' 4' 6" 6" #40,24- - - - #14 Ca l M" - 28' 5' 6" 8" #14 0 24" - - - #14 0 18" - 28' 6' 6" 8" #401 18" - - - 1P4ri 18" - 28' 7' 8" 8" #40t 17" - - - #14 0 18" - 28' 8' 8" 8" #4(ii 13" - - - #4(a 18" - 28' 9' 8" 10" #40 15" - - - #140 18" - 28' 10' 8" 10" #40 12" - - - #14 (i1 18" - 28' 11' 8" 10" #5(1 15" - - #4 G1 10" #14(3 18" #14�g Ir 28' 12' S" 10" #6(a 18" - - #14(11 9" 1P4(a 18" #40 18" FOR W > 28', V > 12' OR 6 > 4' SEE PROJECT PLANS ,� VK) 0:12 SIDE AND EM WALL STEEL MAX. t *L G BARS 4 6 #4(a 10" 8 8 #4C 6" 12 10 #5 4 6" FOR V > 12' SEE PROJECT PLANS > _"CL G ARAM M Sw WITH STANDARD COUPLINGS FULLY T SOCKET SET SCREW AS DETAILED FOR THE DOWNSTREAM END ANCHOR. 3" CL. DAM 13. FOR TYPE B, THE BAR SHALL BE TWO PIECES. TWO EYE BOLTS AND A WELDED STIIMNiP ON BRUNEI GMTM CATCH BASIN RE"4FORC REINPOfMMENT DETAILS SUPPORT BOLT ARE REQUIRED. NOTE: UNLESS OTHERWISE SPECIFIED RE)NFORC♦•MCNT FOR CURB OPENING AND GRATING 14. NUMBER OF PROTECTION BARS AND LOCATION(S) M AS FOLLOWS: CATCH BASINS SHALL TERMINATE 2 INCHES FROM FACE OF CONCRETE. MAXIMUM CUM FACE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALWORN1A CHAPTM 0:12 0 0 5.5" 3.5' 3.5' 4.5'M• 5' S. 5 3 5' 3.5' •• 5' 4 5' ..5- CATCH BASIN REINFORCEMENT 30" ,1.11 SHWT 1 OF 2 WORKS CONSTRUCTION UN WRIT STANDMD SPECMAM M POR PUKX wmm COIIMIRYCIMI MNMR 1 sP 1:12 0 0 3.5" 3.5" 3.5' 4•5' •.5' 5.5' 3.5' 3.5' 4•51 ••S' 5.5' 2:12 0 0 3.5' 3.5' ••Y ••5• 5.5 3.5' 3.51 ••5' 11.S• S•51 5•S' EENGGR'S APPRCCIiTY DATE APPROVAL DATE OvaI 3:12 0 0 3•S 3.5' 4•51 ••5' 5.5 3.5" 4.51 ••S' S.51 5•S• 11.5" ~ V 4:12 0 3•S' 3•Y ••S' • 5' S•S 3.5' 3•S• 4.5• 11.5" 5.5• -5• M•5• 0 1 2• 3o' NUMBER OF PROTECTION BAA FOR OTHER CURB FACE OR MATTER. DEE PRIOJECT PLANS *TYPE A PROTECTKMI BAH ONLY AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALWORN1A CHAPTM $TAIMAM PUN 310-0 SHEET D OF 6 CATCH BASSI FACE PLATE ASSEMBLY AND PROTECTION BAN AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFOIINIA CIIAPT� PP 111536697E. 9 S.M. COR. OF BASELINE AVE. C SULTANA AVE. ELEVATION: 1365.01 N 00'06'096 E PER P.M. 1959. P.M.B. 28/!8 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN STANDAW116 's'wa, A" "�` Alm GGGwIMTpM oa■■Tls CATCH BASIN REINFORCEMENT 30" ,1.11 SHWT 1 OF 2 WORKS CONSTRUCTION UN WRIT STANDMD SPECMAM M POR PUKX wmm COIIMIRYCIMI MNMR 1 sP PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN : Ms. MMI RAYL 1155 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA 91736 PHONE: (909) 985-0971 OAP IN RMA OF COVER OPPOGITt PICK HOLE BOTTOM OF MANHOLE COVER ��AIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER CATCH BASINAN°'"� RMIDIwLBATtD.Y'NE'tIPWA.AB` 31 J"" "'"'",", G°""'�'E MANHOLE FRAME AND COVER USE WITH STANDARD SPECIFICATIONS F011 PUBLIC 1. THE CAST ZION USED SHALL CONFORM WITH ASTM A46 CRASS 388. !. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAIR AFTER TESTING AND INSPECTION. 3 FOUNDRY IDENTIFYING MARK, HEAT AND DATE SMALL SE CAST ON THE BOTTOM OF THE CONW AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COLW M1Y OF ORIGIN MARKING IN COMPUAWX WITH FEDERAL REGULATIONS. S. WEIGHT OF FRAME SHALL BE 30 POUNDS. WlIMW OF OOIIMI SHALL SERI POUNDS ACTUft WEIGHTS SHALL BE WITHIN A RANGE OF 99% TO 110%. 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SMIP'MMt TO THE JOS SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD S OF THE STANDARD SPECIFICATIONS IS 28,600 POUNDS. RICAN PIUSLIC WORK s ASSOCiAT1O11- SOWTMRN CALIPORrRA CNAPT1.1 •'►RIMA. PL CATCH BASIN MANHOLE FRAME AND COVER 3134 on" 2OF REVISIONS AMERICAN PUBLIC WORKS ASSOCIATKIN - SOU THE 631 STEEL STEP fI1fET: GP D 1hw W `" NON-" TREAD SURFACE a ELEVATION A N01" PATTM EXTRACTION RESISTANT K-WACE �r PLAN '/2" GRADE 00 OW." sren MA E D SECTION A -A SIDE ELEVATION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PP 111536697E. 9 S.M. COR. OF BASELINE AVE. C SULTANA AVE. ELEVATION: 1365.01 N 00'06'096 E PER P.M. 1959. P.M.B. 28/!8 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN STANDANSAmm MONIILOATED BY TGE APWA.AOC J= COOPDUTIM COWNTM POLYPROPYLENE PLASTIC STEP 635.0 tlDl SHWT 1 OF 2 WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER CATCH BASINAN°'"� RMIDIwLBATtD.Y'NE'tIPWA.AB` 31 J"" "'"'",", G°""'�'E MANHOLE FRAME AND COVER USE WITH STANDARD SPECIFICATIONS F011 PUBLIC 1. THE CAST ZION USED SHALL CONFORM WITH ASTM A46 CRASS 388. !. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAIR AFTER TESTING AND INSPECTION. 3 FOUNDRY IDENTIFYING MARK, HEAT AND DATE SMALL SE CAST ON THE BOTTOM OF THE CONW AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COLW M1Y OF ORIGIN MARKING IN COMPUAWX WITH FEDERAL REGULATIONS. S. WEIGHT OF FRAME SHALL BE 30 POUNDS. WlIMW OF OOIIMI SHALL SERI POUNDS ACTUft WEIGHTS SHALL BE WITHIN A RANGE OF 99% TO 110%. 6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SMIP'MMt TO THE JOS SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK. 7. THE PROOF -LOAD FOR TEST METHOD S OF THE STANDARD SPECIFICATIONS IS 28,600 POUNDS. RICAN PIUSLIC WORK s ASSOCiAT1O11- SOWTMRN CALIPORrRA CNAPT1.1 •'►RIMA. PL CATCH BASIN MANHOLE FRAME AND COVER 3134 on" 2OF REVISIONS AMERICAN PUBLIC WORKS ASSOCIATKIN - SOU THE 631 STEEL STEP fI1fET: GP D 1hw W `" NON-" TREAD SURFACE a ELEVATION A N01" PATTM EXTRACTION RESISTANT K-WACE �r PLAN '/2" GRADE 00 OW." sren MA E D SECTION A -A SIDE ELEVATION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PP 111536697E. 9 S.M. COR. OF BASELINE AVE. C SULTANA AVE. ELEVATION: 1365.01 N 00'06'096 E PER P.M. 1959. P.M.B. 28/!8 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN STANDANSAmm MONIILOATED BY TGE APWA.AOC J= COOPDUTIM COWNTM POLYPROPYLENE PLASTIC STEP 635.0 tlDl DRAWN BY: CONSTRUCTION DESI D: DETAILS CHECKED: TRACT NO. 15709-3 USS WRTN STANDARD MIDIFICAflO1M PON PUN"_ WON_$ CONB"WC'ION GUNMEN / M 11 TE '. 1. STEPS SMALL BE STEAL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMIING M. (A) ASTM D 478 AND C 467, EXCEPT THAT THE MPWAUM HORIZONTAL PULLOUT LOAD SI'1ALL BE 15W LBS. (� ASTM A 61 S GRADE 60 (DEFORMED REINFORCING STEEL BAR). (C) CALIFORNIA CODE OF REGULATIONS, TITLE 8-3277. 2. ONLY STEPS APPROVED BY THE ENGINEER SHALL BE USBO. S ALL FABRICATION DIMENSIONS INDICATED ARE MINIMUM. 4. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF 70 FOOT POUNDS AT 20 D€GMES FAFIRENMEIT WITMAUT CRACKING OR FRACTUR!M 5. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSED PORTION OF THE STEP, INCLUDING THE '�-MICR DEFORMED REINFORCING STEEL BAR, AND EXCLUDING THE NOW" TREAD SURFACE, SHALL SE ONE SQUARE INCH. 6. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL SM SHALL BE CAST MONOLITHICALLY. MINIMUM COVER SHALL BE 3/1@4NCH. 7. CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES 1, 4 AND 5, PREPARED By AN INDEPENDENT CERTIFIED LABORATORY, SHALL BE SUBMITTED CONCURRENTLY WITH THE REQUEST FOR APPROVAL TO THE ENGINEER. S. THE FOLLOWNG DIMENSIONS SHALL APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS an STANDARD PLANS FOR SPECIFIC STRUCTURES: D = 71/2" ±'/4", E = 3W ±'/4" EXCEPTION: FOR MANHOLES AND VAULTS: D = 5'h" +•'A- 6. STEPS SHALL BE EVERY SPACED. MAXIMUM VERTICAL SPACING OF STEPS SHALL BE 16 -INCHES, WITH THE BOTTOM STEP A MAXIMUM OF TWO FEET ABOVE FLOOR OR SHELF. 1!. STEPS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED MANIUFACTUREWS RECOMMENDED PROCEDURE. HOWEVER, IF TAPERED STEPS ARE INSTALLED INTO STRAIGHT - DRILLED, OR FORMED HOLES, APPROVED NON -SHRINK GROUT SHALL BE INJECTED INTO THE HOLE PRIOR TO INSTALLATION OF THE STEPS. FOR ALL DRILLED INSTALLATIONS, THE HOLES SHALL BE STRAIGHT, PARALLEL AND TO MANUFACTURER'S RECOMMENDED DIMENSIONS. 11. IN LIEU OF DETAIL SHOWN ON SHEET 1, A DROP STEP WITH A MINIMUM OROP OF 3/4" MAY BE USBif. ALL OTHER CRITERIA SPECIFIED HEREIN SHALL BE APPLICABLE TO THIS ALTERNATE SHAPE. I NIA EII PUBLIC WORKS ASSOCIATION - SOUTHER! CALIFORCHAPTsTAN>pANo PL POLYPROPYLENE PLASTIC STEP 636-0 $IIMlT ! OP 1 BENCH MARK: It m1 BASISOF BEARINGS: CITY OF FCALIFORNIA- SPIKE IN NORTH FACE OF THE C.L. OF CHERRY AVE. REINS PP 111536697E. 9 S.M. COR. OF BASELINE AVE. C SULTANA AVE. ELEVATION: 1365.01 N 00'06'096 E PER P.M. 1959. P.M.B. 28/!8 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN DRAWN BY: CONSTRUCTION DESI D: DETAILS CHECKED: TRACT NO. 15709-3 SCALE: SIC" PREPARED IN THE OFFICE y�QA1LESSIp MADOLE AND ASSOCIATES INC. � OF THE INLAND EMIF TF � 10601 CHURCH STREET STE. 107 C& RANCHO CUCAMONGA. CA 91730 W. 14814 PHONE (909) 948-1311 * Exp: 3-31-01 l- LZ -!! �f� c��iF�' J. MADOLE R.C.E.i4814 DATE DATE" ,SOB NO, 126-1150 APPROVED CITY ENGINEER R.C.E. 2 126 DWG. NO. 2548 SHEET NO. EENGGR'S APPRCCIiTY DATE APPROVAL DATE OvaI � CITY OF FONTAi�IA �l"AJrK �1�E - 2� ��i. 2bb�i�F: 1i�G i� Z7-QCt-97 Ob: 56 PM / 126-1050-i '