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Home My WebLink About2468-4to 1A Ir OPT 0011AL Ken SK tt 1. �.....-,.. - mc I "-� _ - ' A eP�IdlIAL MRMM[IrtO CONNECTION - -" CONSt JOIpT ITYP.! ' SECTION A • • r • 07ro"fila T I�iy��cy LI T iiQ li rNr IRN1 i i[Pirli[i6 If"IiNNUsdiN[li ■aL[ytiR1[ r cyliiir�rc�/ rARA ffArA a cti ric00111F®R -73 c� WA� .: "----� :_: 13 r,t^WF�. DET ARMICAN PUBLIC WORKS AlIMATIM - SOUTNLFRN CALWOMM CHAP VR A • iTANOAIID 011LOWN OI/ 11� APft Am "T COOP�AT Comum E CURB OPENING WATCH BASIN A WeLy + ROVNO[D my. In WE *TO STANOANO EPICMCAIMNi POR PttLIC VMKS 001TO)CM t• 0 ACM MB Ftlt A� "-tw-w_-.•---..� i Ir• BRA �• R r y �:t�� we0 R A,• I 03 Tic BAR 4-9s. E OARS At 1 tc PLM LIMS _ .. � I-- -� 1 t -•1 >» BARS B BARS - i 3. OC. BCE NOTE • I - •s1CNNIN Ltc i, t•_ 3-t IN s I Ilm IN 71 U -Nm OEM um t ;. • PAR, 01 w�0tt0.E� Cont un ( COWL FTVP! s' et1aA � ( • . 1 L ', A . I •'� 1 � SKIN ` r sm"R 1 kaul AND COV fIP ► to 1A Ir OPT 0011AL Ken SK tt 1. �.....-,.. - mc I "-� _ - ' A eP�IdlIAL MRMM[IrtO CONNECTION - -" CONSt JOIpT ITYP.! ' SECTION A • • r • 07ro"fila T I�iy��cy LI T iiQ li rNr IRN1 i i[Pirli[i6 If"IiNNUsdiN[li ■aL[ytiR1[ r cyliiir�rc�/ rARA ffArA a cti ric00111F®R -73 c� WA� .: "----� :_: 13 r,t^WF�. DET ARMICAN PUBLIC WORKS AlIMATIM - SOUTNLFRN CALWOMM CHAP VR A • iTANOAIID 011LOWN OI/ 11� APft Am "T COOP�AT Comum E CURB OPENING WATCH BASIN 300.1 AIN LINE I D = 3 OR LA R Gi E ROVNO[D my. In WE *TO STANOANO EPICMCAIMNi POR PttLIC VMKS 001TO)CM am 1 M o 1. VMIERE THE BASIN 18 TO BE CONSTRUCTED VV MINI THE LIMITS OF EXISTRML3 OR PROPOSE D SIDlVWMILK OR R 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 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE WIDEWALK. 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 CURRIED FORM, AND SMALL NOT BE SHAPED BY PLASTERING. 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL F94 M AND SMALL HAVE A LONGITUDMNIAL AND LATERAL SLOPE OF 1:12 MR MMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IM 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. DIME NSIOIIIB: B - 3 FEET 2 INCHES V - THE DIFFERENCE M ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5 FEET. VU= THE DIFFERENCE M 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 12 INCHES. VI= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET NOTED ON THE PROJECT PLANS. M - NOTED ON THE PROJECT PLANA W - NOTED ON THE PROJECT PUNS. A - THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CUNNEC1011% PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT RAINS. 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 CORNINt. 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 SMALL BE LOCATED AS SHOWN. IF THE CxNIMEC I OR 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 MANHOLE AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. T. 00MIEL8 ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. THE FOLLOWINC3 STANDARD PLANTS ARE INCORPORATED HEREINt 308 MONOLrTHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY FIND PROTECTION BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP _I_.+ A • � � BE oP T 1 oRMrsR1 ovTS I Oft EDGE Of CONCRETE JOINT cooFERATwt coI1RwIITTELS AIN LINE I D = 3 OR LA R Gi E ROVNO[D vlaffffmim Rai i #A" � 4L. I TO 3•R -Jr-- 3. OC mllm � R A,• r -� 03 Tic BAR 4-9s. E OARS At Rai* of SPuR`� tc SE ROT£ C f I-- -� 1 t -•1 >» BARS B BARS 03 TIE BAR ' 3•-Q• LONG 4' 3. OC. BCE NOTE • I 8 d DE TA I `NS 3-04 'd EARS 41-0, ftAtNG3 ANO COY(* NOT SM011M1 LONG Y OC CON' T t�� r -.j :. ---.: ADO'L. BARS S' OC (SEE NOTE 1) 10 INSIDE EDGE Of PL AN MANHOLE. SEE NOTE I flmm NOT S"W" PIPE SCAT LCVCL. SEE NOTE O S"t[T ►COVEOLt R PER 1 E •M/! �IC � 40 ADC Iwo STD. PLAN 630 �..� �< :� tI SARs WA *.COLE SM AF T PEI: STD.dd S..E. P►R►E i A. • _,., •-t• 1 i d PLAN 324 SEAT _ ENI ARS W -_ TIE BARS jx U R;R�ADC POINTS. �T STEPS SEE NOTE a tK aAR Reutra F ., B•RsSECTION - 15 ES TO 31 SPR IM6 1_ #$a To 3•R t•+rCRiTt RIMCS •1�t•' 4t RNIET /---lTR[ET CRAM PER STD. BOTH WAYS. -+--• _7 ELEVATION PLAN 328 f TO BE USED1J APPLIES AT Sr. 1• RING SEAT WHEN D! 15 /j TWIS POINT DINT TM13 H BAR$ 60' OR OVER STEP IN PAVED SEE TABLE ,SECTION A A STREETS r .,..-VARIABLE ' E OARS M 13 ARi 24' j L EOR ►AKS ` I Tit BARS tTREETf. 2'-2• f J BaRt ton UNPAVED AF vAuts FOR r STREETS ROUND EDGES j St• ; A 1.471 1 791 7 II /d• .•..T.-�---�. TO 3-R w SECTION A L t N I SECTION— AX. ' R/:N, �AAax. RAIN. AMERICAN PUBLIC WORKS ABlO HATH M - SM114001 CALIPORNIA CHAPTER PROM"m " TRK Awn -An MANHOLE PIPE TO PIPE " 20-® JOINT cooFERATwt coI1RwIITTELS AIN LINE I D = 3 OR LA R Gi E I TMii• vlaffffmim MIT I Of 6. NSE VAIW STANDARD SPtCIMCATOM DOR RAILIC WOOKS CONSTRXIft 1. WMENN DEP'TM M FROM STREET GRACE TO THE TOP OF THE BOX IN LESS TMAN r - " u!" FOR PAVED STREET! OR 3'-6* FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N" SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 48: OR LESS CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LME OF STORM DRAM WHEN DIAMETER D1 A 418" OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 VNTH CENTER LINE AND OMIT J BARS. 3. LAND P SHALL RAVE THE FOLLOWlING VALUES UNLESS OTMERNI, SMOWMI ON THE PROJECT DRAVMNOS: A. D2= 96" OR LESS, L - 5'4r, P= 5- D. D2 OVER 96", L - 6" -0, P= I- L MAY BE INCREASED OR LOCATION OF MANHOLE SHAFTED TO MEET PME ENDS. VO4EN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6" OC. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAVVIMC3S APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LI M. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, ANMD SMALL TERMINATE 1 1/r CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLUOR OF MANHOLE SHALL BE STEEL TROWELED TO 9P'RINK3 Llis. .7. BODY OF MANHOLE SMALL BE POURED IN ONE CONTINUOS OPERATION EXCEPT THAT A CONS T RUC I JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING UNE. 6. '1NICKNESS OF THE DECK SMALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BRIT SHALL NOT BE LEMS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SM. 1. 9. 0 BARS SMALL SE •4 FOR Dz 030' OR LESS, '5 FOR DZ mor TO 64' INCLUSIVE AND '"S FOR Dz' _ !01' OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT NSIDE FACE OF CONE AT SPRING LME UNLESS OTHERWISE SHOWN. 11. STEPS SMALL CONFORM TO STANDARD PLAN 635 OR SM UNLESS OTHIEMliMSE SHOMMN, STEPS SMALL SSE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE INVERT. 12. THE FOLLOWWRMCi CRITERIA SMALL BE USED FOR THIS MANHOLE: A. MAIN LINE - 36" INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LME RCP Dt7VWNSTREAM OR MANHOLE Ir 36" TO 42" INSIDE DIAMETER AND MAIN LINE RCP UPSTREAM IS 33" OR LESS STANDARD PLAN 321 SHALL BE USED. B. THE OUTSIDE DIAMETER OF THE LATERAL MUST SE LESS THAN OMR EQUAL TO 1R THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 3r 13. MANHOLE FRAME AND COVER S"ALL COONIF'ORM TO STANDARD RAN SM UNLESS OTHERWISE S!•I Nft 14. MANHOLE SHAFT SHALL CONFORM TWO STANDARD PLAN 32+4 UNLESS OTHERWISE SM0WM1. 1S. VWMERE A MANHOLE SHAFT - 36- INCH VWTMOUT REM CEMR IS SPECIFIED REFER TO STANDARD PLAN 338. 16. WHERE A PRESSURE MANHOLE SHAFT - WW'TH ECCEN'T'RIC REDUCER IS SPECIFIED REFER TO STANIDARD PLAN 326. 17. WIWIFI RE A PMRESStIRE MANHOLE SHAFT - 36 - INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PUN 326. THE FOLLOWING STANDARD PLANS ARE IML"OMlPC7RATE"D HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -IMM WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT - WITH ECCENTRH3 329 PRESSURE MANHOLE SHAFT 36 -MCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -MCH MANHOLE FRAME AND COVBR 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP rt •N � 6�3. � AMMrO TO T• A R•'O" '""� OUTS IOC 1' •B' LOMO. O►TrOR►�l fK�t1 3'+C COMttut� 01 COW Of ancr10NAL BAR$ F ! co"CETC • • lK TO INSIDE 184E Of MANKOLL • , Ci �c Att r l SMJR L 1-.s M BARS I � 3 • -O' CNti S•at' PIPt SEAT ' I; Awe STANDARLD ' 11 '`' PIPE ,JOINT 3-0 EAR'S. 3009 ' ' � T I CONT►mNIE 6.0Ct \ (Aad W COVER NO N3 KOW 1-04 E BARS. pt : _e" U - SN`� " 34E OO T E 3 ly iii 03 60 84 ®C •� 0" ��v Ow Tats COWNCTE RINGS TK •ARS B R • I i 'STEP IN PER %TO. %TRE[? Mao[ STREETS PAVED Pt AN i!• �r+W RIP4 MAT A•BSARI I '�., o'swR• �� WITH A MBR. Lulfom EL N! of 3, W FOR PAWCOK 6•R STREETS. 2'-2• POA r WNPAVED STREETS ,S'+. VAR;ASLI PLAN Tit SARS�-- E BARE TIE BARS fS«AFT NOT S00 f f J BARS ET11itt r 3AIRS --� ► � ROutnO ORA tEDGE Stot� IItA1'wlil4 Matw+6lt iRARt»t 6605 TO 314 SNaPT...... w.r...� A&D COVER PER T PE? STS. „ 1170. PLA4 63.c P L .ECTION C•-� ,w 3r► --� R i s°� r.s BANS -" �w f -fit BARS ~ �►► �'- L =Marr STEPS ----•1 i•� `J�.. T EARAAS-, SE_ C T 10'x~ 1 !r,!• PIPE SCAT Ilw I+ 1/!/ N o GARS- _",o ..--.-. _ , , ' 3 earls , • sE�T • BARS ( ► Eo TO _ I P F S v A• 3• " P -A1 T ELEV. ! aR 1• � �EvA N BB s 0409. OC EO'M ILEV`TION r•RAYS. 70 BE 040.0' CC for" wars. ;� USED w►+EN a LONGITUDINAL SECTION TO !E QSE^ WHEN C6 S 60. OR moo[ is OC' OR YORE -J ,'SECTION N -M -P-0 Iflffil'f�II�I�E �i ILIZS� ED>aIIBIIQ13inot :mm sr•RMXMemu Iti�LNEED 1 f>I�FM®t!.Li�i.Hif w4r4 ®mjmmmS)itiLENS10111~1i IRE 14 ML'AllIw"till.IJILM R N T APIRrIR AORe '°'"' CO0'E"„ `0"'F"'�` MANHOLE PIPE TO PIPE ■.tlt�>, ml lltjm�m ■•rsss LARGE SIDE INLET I TMii• vlaffffmim KfammmFo l"41110"mm NIfC1sIfmum mllm ji KI IAIii Q Ta llmill SUN I=ILUFW W209 1mm ffE•Ifi�it Ill. S1i�7i Qt3B� ■ TMQ•><fl>fi Qi>illt�i'fir IN 71 U -Nm OEM m AMERICAN PUBLIC WORKS ASIMATION - SOUTMEFNN CALIFORNIA CHAPTER R N T APIRrIR AORe '°'"' CO0'E"„ `0"'F"'�` MANHOLE PIPE TO PIPE `T1iamw PLAN 322-0 M LARGE SIDE INLET LN VW WITH STUMARO SPECNICATKkIS FOR WILIC N►ORKS Cold"UCTI011 1)II m I OF ) 1. VALUES FOR A, B, C, DI, %, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAW"U. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOD( IS LESS THAN T -1012' FOR PAVED STREETS OR 3' -6" FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "M. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 48" OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SMALL BE LOCATED OVER CENTER LME OF STORM DRAM VWHIENI DMIMETER A Mt RN8" OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LME 4. LEND I H OF MANHOLE MAY BE IIMCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE N LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. S. P OWL BIE S FOR DY w OR LESS AND f FOIR % G111R w. •. Im ORCEMENT SMALL CONNFOW TO ASM A 1815. GRACE 40. AND SMALL TERMINATE 1 1/7• CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SH I WN. T. FLOOR OF MANHOLE SMALL BE STEEL I ROM ED TO SPR RMO LINE. 6. 9" OF MANHOLE SMALL BE POURED M ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTIlUCTTOM JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 6. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BNE LE'BS THAN THE TABULAR VALUES OF F SHOWN ON TABLE., SH. 1. 118. F LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEfMNl3 TINE SMALLER LATERAL,. 11. STEPS SHALL CONFORM TO STANDARD PLAN SM OR M. UNLESS OTFIERWISE SMOWN, STEPS SMALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE INVERT. 12. THE FOLLOWIINNG CRITERIA SMALL BE USED FOR TEAS MANMME: A. THIS STANDARD PLAN IS USED VWHEIN STANDARD PLAN 320 IS INADEQUATE. MAIN LINE = 3r INSIDE DIAMETER OR LARGER. B. LITERAL = 1r TO 14C INSIDE DIAMETER: HOWEVER, THE INSIDE DIAMETER SMALL NOT EXCEED THE INSIDE DIAMETER OF THE MAIN LIRE. 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SMOWIl. 14. MANHOLE SHAFT SMALL CONFORM TO STANDARD RAN 324 UNLESS OTHERWISE SHOWN. IS. WHERE A MANHOLE SHAFT - 36 - INCH WITH" REDUCER IS SPECIFIED REFER TO STANDARD PLAN 318. 16. WHERE A PRESSURE MANHOLE SHADY - VWITM ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 17. WHERE A PRESSURE MANHOLE S"APT - 36 - INCH VWITH" IS SPECIFIED REIrER TO STANDARD PLAN 3299 THE FOLLOWING STANDARD PLANS ARE INCtDIlPORATICD HEREIN: 391 MOMHOLE SHAFT - VM1TH1 ECCENTRIC PEDUCEIR 3118 MANHOLE SHAFT - 36 - INCH WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 - NCH WITHOUT REDUCER 410 24 - ITCH MANHOLE FRAME AND COVER 433 36 - INCH MANHOLE FRAME AND COVER ON STEEL STEP 016 POLYPROPYLEW PtASTIC 3ET►