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Home My WebLink About2544-5I OF v A , v DtTrOxsL ovTstct EDGE Of CONCRETE 36' ' I/ 39 7. • �2' t/ NOW cum •alit • ' FACE 1 em I Flab Lew Irmccr, WT V*LU*3 FOR A, 8, C, 1111, %, E'LEVAT1ONf R AND I_'L1_VATOR S AM 8110110111111 ON THE MIQJECI ORWO IE 1 PL ATV 7L Rs ID OW SPUR At C+ t`` 3'--3• LONG. SEE NOTE : ' ! LiT'Rsti _-n LINE 1 !f' �, IW�� 1 'si:ON IiList .] TIE BAR IS# mwm�cuft LAW f ;0 rill m I I Dolph aw) DETAIL "N' r � L r- A F _ .. --a A00' L . B AA s Go OC ISE[ HO 11�~ MPG, d OR 3'-6* FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N". SHAFT moo C&M . _ p.� SEE NOTE t � (SNS` T RQ T SN91MN 1 2. � PIPE TEAT LE+KI. OMIT J BARS. KE we Ti i CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. itsJAIL STREET II t11 az N sera[ AND COVER PER or •� , STD. PLAN GJO FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL A. Dz= 96" OR LESS, L = -6", P- Y fF9 NY•MO:t SHAFT PE►t sTD. 24 - S••�• ►IP( ! o ��Rs � • 0 i I -�., „A. P P }:- PLAN 324 SEAT A 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY GRANGE H LOCATION OF _ . E SARs If wo TIE SARs _C001149craft Poe STEPSW• SEE NOTE 4 CBASAO CONNNEECTTIION �•As SECTION B Q t'ONIsf jib? IT'I►) F DENlSIONIB: EDGES TO 3'R SPRING L INC 8. .4 .N' CC � I Tw 1_�---•• SECI19bi � .1 &A WHEN De IS // THIS POINT OMIT THIS N OARS 60" OA OVER --J1' STEP III PAVED ^ SEE scc TA•Lc i '• �- V A R I A gtg REINFORCEMENT SHALL CONFORM TO ASTM A 815. GRADE 40. AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. E OARS N SARs STRUCTURAL DATA-ftL � ' • 3 OR *4 L ANO St.AI OmIENs DOW •L QETAIL TIE •ARS AND 11EIN4FORCEMENT REOU1P1Etd 11T WfA# P11rEi s I J •AAs W 41MEA M TA LE W v I Pik 4A W%4 WALA EDGES t - - TO 3•R Via THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CUM AND THE INVERT OF THE INLET NOTED At t Ire its ti E 0 III I S jtE MO>et RI►T tONs Ott ON THE PROJECT PLANS. RNI • sTa 3011- 0 7Ir WITH A LONNCGNTUOINAL KEYWAY MAY BE PLACED AT SPRING LINE. Ii A I I W = NOTED ON THE PROJECT PLANS. 8. N IIff 11 THAN THE TABULAR VALUES OF F SHOWN ON TABLE., SH. 1. PawfLow, V1 4t THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH.1. AMIAICAN PWM WORKS ASSOCIATION - SOYTIiIAN CNAPTM BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. �, W LATERALS ENTER ON BOTH SU OF MANHOLA. SWT SIiALL M LOCATED ON 910E RECIEWN TM A PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, THE P1111M LOAM Iff"APWA-AOC CURB OPENING CATCH BASIN 300.1 CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR low CENTER LINE OF INLET PIIS SHALL RANT T 111111006 FAM OF CDM AT SPAM• LME UNLASS 01Il1fE1MASli 11. STEINS SHALL CONFORM TO 3TAMDAM PLAN ON OR 60d UNLET SHOiWI1M, STM 3"ALL Be PIPE 13 SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE REY. 44lr 1 M s UNIFORMLY SPACED 14" TO 1 S" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE INVERT. oft vtllemft m tRu"X s c BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 34NCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 MCH RADIUS OF ROUNDING OF 11. OF v A , OI F DtTrOxsL ovTstct EDGE Of CONCRETE 36' ' I/ 39 7. r [OKI TO •C �2' t/ 9 13 I/4• TOR TO 3'' R •�►�- ]- oc V*LU*3 FOR A, 8, C, 1111, %, E'LEVAT1ONf R AND I_'L1_VATOR S AM 8110110111111 ON THE MIQJECI ORWO IE •3 TIE BAR OAA! 7L Rs ID OW SPUR At C+ t`` 3'--3• LONG. SEE NOTE : ' � L_ J 4-04 H DAN � D 2AAS .] TIE BAR - 3--Q-• �owc 4 � -� 3' O C. f ;0 see we TZ 9 8 ; � DETAIL "N' 3-•1 •AAs 4' -S' LONG 3' OC CONT t*tmCS AND COV(R NOT BN1O "�'"" F _ .. --a A00' L . B AA s Go OC ISE[ HO 11�~ CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LIE OF STORM DEMI WHEN D4IMETER D1 IB TO INSIDE EDGE OF OR 3'-6* FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N". SHAFT p.� SEE NOTE t (SNS` T RQ T SN91MN FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER a M 48" OR L.EM 2. � PIPE TEAT LE+KI. OMIT J BARS. KE we Ti i CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. H; STREET II t11 az N sera[ AND COVER PER �, I. L E BARS GAAK STD. PLAN GJO FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL A. Dz= 96" OR LESS, L = -6", P- Y fF9 NY•MO:t SHAFT PE►t sTD. 24 - S••�• ►IP( ! o ��Rs � • 0 i I -�., „A. P P }:- PLAN 324 SEAT A 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY GRANGE H LOCATION OF _ . E SARs If wo TIE SARs � R ' POINTS. G AGE� STEPSW• SEE NOTE 4 rrE JAR_, �•As SECTION B Q ROUND F F DENlSIONIB: EDGES TO 3'R SPRING L INC 8. .4 .N' CC I��ET SID. RINvs Rtt PER r - ST[T GRaet TD. ID. BOTH WAYS, �'� ELEVATION PLAN TO BE USED �/f APPLIES AT �-�^ t S•. I• RING SCAT WHEN De IS // THIS POINT OMIT THIS N OARS 60" OA OVER --J1' STEP III PAVED ^ SEE scc TA•Lc SECTION A- A STREETS- �- V A R I A gtg REINFORCEMENT SHALL CONFORM TO ASTM A 815. GRADE 40. AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. E OARS N SARs 1 � ' • 3 OR *4 TIE •ARS FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LIE. WfA# P11rEi s I J •AAs l STREETS. 2'-2• TA LE FAIR UNPAVCO sTREETs ROU1++0 D EDGES BODY OF MANHOLE SMALL BE POURED IN ONE CORTW%)" OPt'RATIQN DECENT TEMPT A - - TO 3•R OF v A , PRIWA.ATWWTIS[APWA•AOC D_��0 36' ' I/ 39 7. 7a• e4' I t/ �2' t/ 9 13 I/4• 4S X3/4• 4- 9 14- tiMR , OF i V*LU*3 FOR A, 8, C, 1111, %, E'LEVAT1ONf R AND I_'L1_VATOR S AM 8110110111111 ON THE MIQJECI ORWO IE 54- S4•S7' ! S 1/ 57-1 120' F 1 ' 60' 9 112' 12 6' 63 117 I/ _ 660 1/4- 138 t if -L7 10 /4' 111• I ' 69"10 f -72• It' I w SECTION C -C AOL VALUES R M t5 NOT 11 __.XvfO STjF[Ef`UtiP! SECTION MAX. N/.:M. MAx. MIN. - A_ _ - » 2-10 1/753' - 'c. -C a• -a I/ ij• is' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIRMNIA CNAPTE1t PRIWA.ATWWTIS[APWA•AOC MANHOLE PIPE TO PIPE rwompm 33� '" "'''"INN °'""""` MAIN LINE ID = 36" OR LARGE 322-0 km MTN 17"1 ARp inert""" /011 mxc "an CONrT4ltICNIAM tiMR , OF i r t 3 -•R J BMS. A - 11110ONO TO Y' a A' -O• opt IA06c 4'-i' LONG. OITtMK II►AIEE OUTSIDE 3'OC CONTINUIE ' °'of ADDITIONAL SAHs F , ('- C4yG>RtTil 6.00 TO INSIDE EDGE OF MANHOLE ;' ,� R� A , C# �C ATI ' 4 -94 r1 9AAS I , � t Sr1�111 L 5"ar PIPE SEAT ✓ ' L + '� A41T STANCAtO ' 3'-0' LONG plot JOINT 3-0 BARS. 3' MTAIL ONO CONTINUE 6'0C tR ♦COv mo S"OWN! 4-4 C BARS. Pt .., NgTfj SEE MBTC 3 03 ORI 04 Z` • , 4�. OWT TaaS COWOCTE RINGS 0 141, R= I �. ,A�' R • I 0 STEP IN PER &T°. /-STREE; G,RAOE A 6 O BAA$ --�-I Of SP OR N STRIECPAVED LAM 3=� W W ANNE KAY WITH A 1"11. STRtt[Ti il5 �SLTATfON PN K Y -4, M iA# •• 1� 16• FOR PAVED weweemmew M •M ' ! STREETS. 2'-r FDA )� IN 01 =; uNAAvEO STREETS VARIAiLE PLAN Tt1£ SAA; TIE BAAS 1SHAET NOT SNI?VY%j F F ,i N►ARS ST�tECT �.• � Rt;ir►� GA•,( TIE EDGES MANMtkE� W.ANHOLE FRAmC iaRs T• i'A SHAFT AND COVER PER T PE? STD. Ir =:0. PLAN 63.4 P L •iN 124 "�•� � v ;/-TIE SAAS :M AFT: tPs-ISECTION G_G � �! `�T IE BARS - , /" !''t' ►►PE SCAT � � f ^►i � ) w. D BARS- 3 eAAs S'.r PIPE. SEAT -/ + -. A SARs IY/ erd, CC5 TO -}: F F E EV R ~ }, R TIT I i ELEV. S a BARS f E;,EVATiON i 94009' OC 90!IW £�EVATION �waYS. 'L BE i4*•a• CC BOTH WAYS. ;� USED WHEN • LOiTtl�tldAl, SECTION TO 9E �SE0 wHEN O: S AO' OR MORE §ECTION N -M -P -O f 1 . , �L' R l=:t i..:1 i 244JI011100b Key"- OQl =m.j j. NII>�$r��s�■�u>� KL134.NUJ`44MF*MZYi+(•1Eir1.(t ti MZZZ •' �IIti1N:•�t3i Il.Niz� A�AEINCANII !el�LtC MrOAK! AIBtICCIATi011 - S0IJTMElM1 CAIIfQlNA CI�APTER MA011NLWT410.Y T1� riPMIA AOC MANHOLE PIPE TO PIPE IMMOW KM " C° 'm ` Ute LARGE SIDE INLET 322-0 bW WITH ST 4111"M SPF,CMICATIOIA FOR VWUC WORKS C woo t 111E s 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR K 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2' - 10 1/2" FOR PAVED STREETS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH OR 3'-6" FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N" SHAFT V*LU*3 FOR A, 8, C, 1111, %, E'LEVAT1ONf R AND I_'L1_VATOR S AM 8110110111111 ON THE MIQJECI ORWO IE THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER Di IS 48: OR LEST ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1 -INCH DEEP SAWCUT CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE t WHIEN DEPT" IM F'ROlsit STREET GRADE TO TME TOP OF THE BOX IS LESS T14AN 2" -10 11T FOR PAVED STREETS FULL WIDTH OF THE WIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, A CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LIE OF STORM DEMI WHEN D4IMETER D1 IB OR 3'-6* FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N". SHAFT COLOR, FIMSH, AND 3COR040 TO EXISTING OR PROMM CURB AND WALK AD.IACENfT TO THE SAW 48" OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 48' VWTM CENTER LIE AND FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER a M 48" OR L.EM 2. ALL CURVED CONCRETE SURFACES SHALL W FOAMED BY CURVED FORMS, AND SHALL NOT SE SHAPED BY OMIT J BARS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. PLASTERWM. i L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAY POSE 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WNiEN DIAMETER A IB 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL A. Dz= 96" OR LESS, L = -6", P- Y 4ir OR LEU. IN V"CH CAGE PLACE E BANGS SYNrN1ETt�i1CALLY AAOUIM SK FT AT 48' VWTM CENTER LME. 1:3 M, UT SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN EXCEEDSW4 W0OR ERESHAT B. DT OVER 96", L = d" -0, P= NI" , L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS, BUT ANY GRANGE H LOCATION OF WHICH CASE THELONGITUDINALMINIMUM SLOPE THE FLT 8E SAME AS THE GRADE• ST, SHOWN ABOVE 19 8PECWiEU, D BANGS SHALL BE CONTINUED V OC. SPUR MUST BE APPROYW BY THE ENNGNNIEW FLOOR FROM ALL DIRECTIONS TO THE OUTLET. A DENlSIONIB: 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHIFT. ELEVATIONS 8. P SHALL BE S' FOR D�- 98" OR LESS AND r FOR D] OVER W. So 3 FEET 2 INCHES AAE SHOIMN AT CENTER OF SHAFT AND REF roR TO THE Fri mcimGE>D INVERT GRADE LANE. - V • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CUM AND THE INVERT OF THE CATCH BASM1 E REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL TERMINATE 1 1/2" CLEAR OF l REINFORCEMENT SHALL CONFORM TO ASTM A 815. GRADE 40. AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. AT THE OUTLET = 4.5 FEET. CONCRETE SURFACES UNLESS OTHNERIAIIGE GHNOIMIL Vu- THE THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CUAND THE INVERT AT THE UPSTREAM 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LIE. END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3, BUT SHALL NOT BE l FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LWIE. LESS THAN CURB FACE PLUS 12 INCHES. S. BODY OF MANHOLE SMALL BE POURED IN ONE CORTW%)" OPt'RATIQN DECENT TEMPT A Via THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CUM AND THE INVERT OF THE INLET NOTED BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOS OPERATION EXCEPT THAT A JOMIfF JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. ON THE PROJECT PLANS. .7. WITH A LONNCGNTUOINAL KEYWAY MAY BE PLACED AT SPRING LINE. H s NOTED ON THE PROJECT PLANS A TM�KNESS Of TME OEM SHALL VARY VrH1E1'f NECESSARY,�'�= A LEVEL MAT � SMlALL NOT SIR LtM W = NOTED ON THE PROJECT PLANS. 8. THICKNESS OF THE DEC( SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES OF F SHOWN ON TABLE., SH. 1. A In THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR IMM ANMD THE CATCH THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH.1. BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. �, W LATERALS ENTER ON BOTH SU OF MANHOLA. SWT SIiALL M LOCATED ON 910E RECIEWN TM A PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, THE S D BARS SHALL BE 04 FOR D2 =38' OR LESS, "S FOR % =42" TO 84" INCLUSIVE AND "6 FOR D]" • 90" OR OVER. SMALLER LATERAL. CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR 116• CENTER LINE OF INLET PIIS SHALL RANT T 111111006 FAM OF CDM AT SPAM• LME UNLASS 01Il1fE1MASli 11. STEINS SHALL CONFORM TO 3TAMDAM PLAN ON OR 60d UNLET SHOiWI1M, STM 3"ALL Be PIPE 13 SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE SHOWN. UNIFORMLY SPACED 14" TO 1 S" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" ABOVE THE INVERT. BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 34NCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 MCH RADIUS OF ROUNDING OF 11. STE" S"ALL CONFORM TO STANDARD PLAN ON OR NO UNLESS OTMERVMSE SHOWN, STEM SMALL W 11. THE FOI LOVWANNG CIdTERI A SHALL W USED FOR TANK MANHOLE: STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION UNIFORMLY SPACED 14' TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT. SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 A. THIS STANDARD PLAN M USED WHEN STANDARD PLAIN 32018 INADEQUATE. MANN! LINE = 38" 048NN DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNS L 11. THE FOLLO WNG CRITERIA SMALL BE USED FOR TtW IMANNHOLE: DIAMETER OR LARGER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC A. MAIN LINE = 36' INSIDE DIAMETER OR LARGER. EXCEPT IF MANN LINE RCP DOWNSTREAM OR MANHOLE K CATCH SAWN C O ECTIOfNS MAY BE CONGTRUCTIED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 36" TO 42" INSIDE DIAMETER AND MANN LWIE RCP UPSTREAM IS 33" OR LESS STANDARD PLAN 321 SMALL S. LATERAL = 12" TO 144' INSIDE DUAMETEK HOWEVER, THE INSIDE DIAMETER SHALL NOT EXCEED THE A STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEP'S, THEY SH ALLBE USED. THE OUTSIDE METER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DILA ETEC B. DA INSIDE DWI!lETER OFTHE MAIN UNE. Bf LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENO WALL. STEPS SHALL BE SPACED 12 INCHES OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE 13. MWtHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SMOWM. APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE AND PROJECT 2-1121NCHES, SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WA!!• M ALL OTHER STEPS SHALL PROJECT 5 WICHIES, THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SMOVWK 7. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 3r DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXMAtlM� ALONG THE BAN�QNAtL. WHERE E A MANHOLE SHAFT - 36 - INCH WATHNOUT REDUCER K SPECrWD IIEFER TO STANDARD PLAN3. 3 S. THE 13 MANHOLE FRAME AND COYER SHILL CONFORM TO STANDARD PLAN 630 UNLESS OTHERNAgE SHiOVVtt POLLOIIMNIO STINMAIM PLANS ALE HEREMk 1i. WHERE A PRESSE MANHOLE SHAFT - NTH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLANMICOIMORATM 308 MONOLITHIC CATCH BASIN CONNECTION 11. MANINHOLE SFMFT SKALL CONFORM TO STAINDAIM PLAN =4 WL M OTH EAVASE SHOIAM. 328. 309 CATCH BASIN REINFORCEMENT 1f. WHERE A MANHOLE SHAFT - 36- INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PUN 338. 17. VN#RE A PRESSURE MANHOLE SHAFT - 36 - INCH VNTHOUT IS SPECIFIED REFER TO STANDARD PLAN 321L 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION W 312 CATCH BASIN MANHOLE FRAME AND COVER 1d. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREMk 633 STEEL STEP 638 POLYPROPYLENE PLASTIC STEM • 334 MANHOLE SHAFT - MATH ECCENTRIC REDUCE" 17. WHERE A PRESSURE MANHOLE SHAFT - 36 - INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD 326 MANHOLE SHAFT - 36 - INCH WITHOUT REDUCER PLAN 329. 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 - INCH WITHOUT PAM X= 630 24 - INCH MANHOLE FRAME AND COVER THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREWk 633 36 - INCH MANHOLE FPAME AND COVER 635 STEEL STEP 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 636 POLYPROPYLENE PLASTIC STEP 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 326 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 630 244NCH MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 633 STEEL STEP 638 POLYPROPYLENE PLASTIC STEP " elme I It j • _ .