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Home My WebLink About2465-3_.I=.:. I_ :.::-. t .-.1- E 110''. ff1! l 6 • ®, S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EOUAL TO 1/2 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 30'. 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. IS. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 1T. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 320 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP . AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHA'PTEIR STANDARD PLAN 320-0 111114M3CW3 ok •` • Ion ". 0 a 11 MEN. I �E I I 0 0 8 I I n 'I'm 1 11 11W Id 11 I 0 IIIIIIIIIIII W4 . X TO 3' R on 0 "OTC "OTC : IIIIIIIIIIII 0 N 0 � � i ' C � 0 miza a o N Am on _.I=.:. I_ :.::-. t .-.1- E 110''. ff1! l 6 • ®, S. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EOUAL TO 1/2 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 30'. 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. IS. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 1T. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 320 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP . AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHA'PTEIR STANDARD PLAN 320-0 111114M3CW3 MANHOLE PIPE TO PIPS MAIN LINE ID = 36" OR LARGE • _ • 1• . 0 Ii,, g. �r a _ -r �. 1111 1,i 20 �. __ of F OPTIONAL OUTSIO[ 1 EOfis TO AE EDGE Of CONCRETE ROUNDED O •ARS F Z I I I TO 3' R 3' OC 93 TIE BAR R. IO Of SPUR C� 7 tC 4-04. E BARS At -1. J 3'-3' LONG. SEE NOTE 2 L J D BARS -93 TIE BAR i 4-•, M BARS 4' -O 3'-Q* LONG 3' OC. I I ,..�.,� SEE NOTE s g; SII DETAIL, 'N" 1 3-•4 J •ARS 4' -•• ILONG 3' OC CON* T (RINGS AND COVER NOT SMOW") �_ •I I,f ADD -L. BARS 6. OC (SEE NOTE 1) TO INSIDE EDGE OF PLAN MANHOLE. SEE NOTE 2 rsMAFT o sMowN) PIPE SEAT LEVEL, �� SEE NOTE • MANHOLE FRAME t` E BARS ;J ~! �1 STREET AND COVER PERIII GRADE STD. PLAN 630 _ 3•I R MA'IMOLE SHAFT 24 1w .rl I� D s'ARS ( , PER STO. 51 2" PIPE f �± .-I I '-4•' '-4• i P 6I PL.\N 324 SEAT = r 11 1 1 i _ . E BARS W -----� TIE BARS � � �T "' � GRADE POINTS. STEPS SEE NOTE 4__ _\ • TIE BAR I4. . SECTION 8-8 ROUN .ROUND F J BARS SECTION d - 8 EDGES , TO 3•R SPRING LINE INLET CONCRETE RINGS STREET GRAD[ •4�1•• OC PER STD. SOTM WAYS. T" ELEVATION PLAN TD. TO BE USE /� APPLIES AT S'x I• RING SEAT WHEN N 324 15 ---/�/ U. THIS POINT OMIT THIS H BARS 60' OR OVER STEP IN SEE TABLE SECTION A -A PAVED STREETS ft VARIABLE ,_-44 : E eARs H BARS, •3 oR •4 W TIE BARS 16' FOR PAVED F F J BARE _ 1111._ STREETS. 2'-2' ., __ 1111 _ 11.11 _ 1111 _ V I J 1 T J _ .... 11.11 b_ ... 1111_.... .. S�-1111 _ _ 1111._ ... . 1111.. __ ... ..___ ._ - F R NPAV _ 1111_ _ _ .1111 1111__ _ _ 0 U 0 ___._...w 1111.._ _ _.._...__ M_ 1111_ E 1_111 - _ 1111._ 1111 ._ _ 1111. _ .....___ 1111._ 11.11_ _ _ _-_. ____ 1111 . _ 1111 _. .1111.. _ 1111_ 1111 1111 1111_ _ . _ 1111- 11.11 _ _ 1111, _ _ 1111__ 1111_._-..___... 11.11... 1111._ 1111._ _ $._ _R 1111..... 11.11._ 1111 ...._._.._ ...__._,. 11.11_ 11 ___ 1111_ 1111 11,.11 .1111.. 1111._.._ __.._____. _ _ _ _ .. _ _ _. .. 1111. _- ._ _ _. _ TABLE OF VALUES OR f R I--'-.. _1111__.... __11._11 . _ .-- . S £ E S O UND . - .. _ _ 11.11_ - .__.__.. - _._.- TR T .. . 1111.. 1111 ; 11.11... �---- D F F _. _......_ 1111_ 1111._-1111 11.11_._ 11 __ 1111_ 1111. 111,1 _.__._._ 1111..._- 1111 1111...-.__....__. _. 1111._ ._-1111... 1111_.. ._...._. ._..._.. _....___.._..__ 1111..._ __._.... _...._._. _-1111_ ....__..._..__. 1111._.. _._..... 1111.. _ 1111.-.- -...-_.__..__._.._ -_--1111. -1111._ 1111.._. _. 1111. 1111 ..._.._. 1111_._._ 1111__ 11.11..._ ... 1111 1111... 1111 1111-- _ 1111._ _ 1111.._ 1111. _ - _� EDGES -- 1111__ _ _1111.._. 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I 1111 .. _ / 1 /4 _ .. _ . _. 1111 _ _ . _. _ 1111 _ . 1111_-_ 1111 .. -- - - - --. _ --- __......__. 1111 _ 1111., r,. _ _ 1111.. _ 1111 1111 1111__ 11.11_ _-- _ . _ 1111_ 1111... --.---+--.----.,, _ _ _. 11 --_.._ _ . _......_._ _-1111..._. 1111____ .1111._. f. _ __.... 1111 _...._.._._ _ -_ _. 1111._ ._._..._ .1111.__ . 1111___ ..._...__ 1111. __.._ 1111. 11.11-- -1111._ _ ._ 1111. 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I'-- MAX• i MIN. - SE 1111. _ _ 1111-.1111 __.._._.. _ _. ._ 1111__ 11.11_ . 11.11._ 1111-_ _-_.- 1111. 1111 11.11 1111__.- __11.11_ ._... _. .....11_-_ 11:11__. 11.11__.. -11.11.___ 1111_._. _ _ 1111 1111._ 11.11 11._11 __.. _._ --..- 11.11 1111 1111_. _-.. - - 1111_ _ _ _ _ ... __..._._ 1111. _ _ 1111__-.. _. _ .._�_ _._._._. 1111__. 1111.__ 1111 . _ _ _. 1111 _ 1111 _ . �.. _ _ 1111 1111 I - _ . 1111.. 11.11..__ 1111__ .1111. .1111_ 11.11._ __.__.._ 1111__ ___.__..: ..__� .-1111__ 1111.._ 1111_.. __.._..._.__._._. -. .. 11.11 11.11_. 1111-. 1111_._ 11.11 1111_... _-- -1111 . _1- ___.......-._- .-.-._.- _.. -_..--._ 1111_.._. __-_.:11__1-_1. 11.11_._ 1 "-._. 11.11__. 1111.. _ _ 1111 1111 _ - _ -1111. _ 1111.11.11 1111._.. 1111_.. _ 1111 _ _. _ _ 1111.._ 1111_ 11.11_.._ ._ _ 1111 _ _ � 2' _.._. ._...._..... ... _..._.....___ 1111 1111_. 11.11 1111_. -1111_ -11.11__._ 1111_. 1111... 1111.. 1111_. ._�. .._.�. 1111. 1111_ 1111.. _ _. _. 1111 11.11_ _. _. . 1111. 1111 _ _. .. -_ ...-- -._ 1111 ._- . ._ 1111. 1111 ._ 1111 _ T2' I _ • � i6' . _ ._ _ -. 1111_. 1111 1111.. 1111_. .1111 ..._.�. 11.11.. 1111._.. _ _ 1111_. ._ ._ 1111 , 1111.._ _. .. _ 1111_. ... _ _ ... _ �. .. _ _ _ _ � _. 1111_. _. - _ ._ II• II• i .i/2 I�' _ -- - --- __ . _ 1111_ __ -- _ _._..... _ .._ 1 1__ ,_... _ 1111.._ 1111 1111-11..11 _.. -.._. _. __1111._. _ _. _ 11 ..-_- -._ _.._ '..__ ... ._-._ _ _ 1111__ '1 11..11.. -_. 1.11.1 _ _ -11-1--,...._. 11.11.. _.1111 .. 1111_.. _ _ - _._._.. _ _ 1111._- -._ 11..1. _ 11.. _ __ .1111 ._ ._ .......__.1111-11.11. _ 111 1_ .1111 .1111 ._ :... - 1111..-- - 1111-.. _.._ _ ... _ _._ 1 111._ 11-- 1 ._... _ 1 .. -_ .1111_ M K ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 11.11.__ _ ....- _ 1111. -1111 .. .. .............___. .. 111 1...__ _.-.,__11 ._____ - _--_ _ ._ _-1111.._. .11.11_ _.___.... --11.11._ - __- _-A ERICAN PllSLIC WORKS 1111 _ 11.11_.._ _ _ -_ ,_ _ _ _._...._._. 1111_..._-11-1-11.11.. _._...._ _-1111. 1111_. _..._._....._-1111.-1111_.__ 1111____ 11.11_.. _11 .-1111 __ ___. __ _...__ _-._111 _ 11.11--_ .1111__ 11.11. 11..'.'__ .. _.._._...____ .111.1__ :: :-w� :�:��_ ___:._.._.__... _.._._.:. �..:_-�.._._...__ 1111 -. - �__.. 1111. 1111_.._ _-1111_._ 1111.._- 1111.._-_ 1111.__ 1111_ 1111.- -- ___- _ _ _ 1111._._1111... 1111. 1111._ _. - 1111 _ _ . ._ . _ 11.11 ..___. _ _. .._. ....__._ _._......_ -_ -._- -1 ._.__. ... -.._-_.__ 11.11_._ 11_11.._ __1111-_ _ .... 1 111-._- ,-_ _... __.._ ... _- .._. .. -__.-'-r--- -__ 11.11__ .1111._.1. 1111.._,.. 1111._. 11 .._ --._ 1.1.1_1. ...._.._ r � TW APrI► T IP _.......__.1111.. -._......_._._ ... 11111111.__-.. _.__..__ _-.-_...____.._ 1111. 1111..- .11111111 1111 _ ._ _ ..._.._........_..1111._ •A �► A -MC MANHOLE PIPE O P 1111_.- 1111._ 1111- 1111.:.. _ . 1111.._ 1111._. _ 1111.__ 1..111. 1111._._ ._ 1111 11.11 11.11.1111 .. 1111.._ 1111 ._ 1111. 1111 1111_ . 1111 . _. 1111 .__1. _-__1.1.1_..1...._.111 1111__.11.11... 1111..__ --.-1111-.... . 11.11-._..___.. 1111.1111_.__ ._..._..-1111.1111. _ 1111._.1111..__ _.._...._.__ _ 1111. 11.11.::. _1111. 1111._._ ..._...._._....--_.._._..- ,1111__ 1111.__ _1111_._ ._ - .:11__. _.._ 1111 1111. 1111_ ._-.-._ .-..--.-...1.._.1...._....__- _ _ 11-11 11.11... 1111_._ .1111.__. __.___...__... _ 1111. 1111_._ .___....___. 1111__. _. _ ._ . _ _ _ JOINT COOPERATM coIII,TEt _ ►► 320 .1111_. _. -_ ... _ _.. -_. _ 1111 ._.-_ _ _, _ -1 __ 1111___ - __ _. _11. 11.11___ .. _. -_ 1111. _ 1111_ _ 1111___ 1111_ . _ 1111._ 1111_ - 1111- _ 1111_.111111.11_ _ _ ER . _. -...11..__._ _ _.111..1_._. _ - . _ ._ .. _.1111__ _ 1111 .- 1111-._..-.. 1111__ _ 1111.__..-_. ___.1111._ 1111. - 1111._.1111__ 1111 1111 1111.1111.11-11 1111 - MAIN LINE ID 36 OR LARCH _-1111..___.._ ..- __ _____ _11...1111.1111. 1111 _ _-1111..._ _. 1111... 1111_ 1111_._ 1111._11.111111 _ .111111.11._ 1111 _ _.1111._ _ _ ._ __ _ _ _. _ -_ _. 1111.._ _- 11 ' ' _ . _. _-_ _ _ _ _ _. _. .._ 11 _ _ _- __ 1111_. -_. _-, -. 1111 _ - 11.11. _ 1111___ 1111_--11.11__ 1111 _ _. _ 1111 -1111 1111_.- 1111. 1111 1111 _�. 1111 1111.. 1111.11.11. _1111.- -_ .111 1 ____ 1111__.11.11__.1111 - 1111_ __. 1111-- -- _ _ -- - . -- _. .1111_. _ _.1 ...1111_ _. _ _ _ _. _ _ 1111_ _ -1111._ _ _ 1111 . 1111- 11-11_ 1111.__- 1111__._ 1111._. 1111__ 1111_.__ -.___.._... _- 1111_ ..._..._ 1111- -___.__.._.__-_ 11.11__ .1111-. __......-_ 1111.._ __.___.. _ -. _ .....__......_.......__._1.--_1_._..___ 1111 ._ _- ... _ 1111 1111 11.11. 1111. 1111._ . _. JCTION 11.11.._ _ 1111 ._..._.. 1111___. _ _..._..._ - 1111.-_ 11.11 _. _ _ ......._ . 11.11. .1111.1111_ 1111__ _ 1111_..- 1111---- -- - _. _ _ . . _. _ _ . _. 1111 _. _ . ... . 1111 . _ _ _ . 1iE wR1M STANDARD 3PiCIr1CA !<OR MIORK_ -.r ...... -r..-"---.' - - ... -.-- 1. .- .-..I-.,-- . _____-__-. -,--,-- --"rl- '. _ ..... - - ------- I— I—- ____ --.1.1- _1_._-- ---+--------- -----j----_ _4 --t-------r-------- _T_________ .---- f... 1. _-+-_--,--___1 ...... _I-_._-r_ 4 11-1-1 - 1--j---4r' __ I.---- --- ---- ri --"..-. .-.--.- ----4 ...r. lr� .._--r_-....-. _-11.- -.1-_-,, ____,:. ___,� r __.�J____ . .- ,-.. � .. ...... r'.. - = ",,=,r,,,: = _ _ --' I ----. ..,.__..V__-_7.___.17___ D AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 320 -0 - 1111I~IW20P1 MANHOLE PIPE TO PIPE (MAINLINE ID = 36" 011 RGERI •` • 400%I ;p�•.r �E 1 ROUNDED ~ . ►- TO 3' R "OTC "OTC : \ 10 C\ � � i ' C I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE SOX IS LESS • At / _ I f , A A. \ NOTE ii• THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: THAN 2'-10 I/2• FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS. � }, # R • 1 D '� I A. MAIM LAVE = 33' INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL •N•. of SPUR • - \ I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36' TO 42• INSIDE SHAFT FOR ANY DEPTH OF MANHOLE MAY ISE CONSTRUCTED PER I E THAN 2'-10 1/2" FOR PAVED STREETS OR' 3'-6" FOR UNPAVED STREETS, DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33. OR LESS.) SECTION C -C. WHEN DIAMETER DI IS 48• OR LESS. CENTER OF SMAFT - CONSTRUCT SHAFT PER SECTION C -C AND DETAIL •N-. DEPTH M MAY BE STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE . MAY BE LOCATED PER NOTE 2• ►-F --•_•�C ALL STEEL REINF. 11-11_ REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES OF M WHERE THE MAIN LINE CONDUIT IS LESS THAN 36- IN DIAMETER. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF •4 • 4• oc 1 WOULD .REDUCE H IN SECTION C -C TO 3'-6` OR LESS. STORM DRAIN WHEN DIAMETER DI IS 4d• OR LESS. IN WHICH CASE PLACE '�'' DETAIL "N" PLAN 2, M (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 4'-0'• BUT MAY S. SEE SECTION A A. THE MAXIMUM SIZE LATERAL THAT MAY '©E CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE ANO P LAN BRINGS AND COVER NOT S++OwMI BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE So OMIT J BARS. ter I'�MAFT NOT SHOw11N SEE NOTE THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. THICK TOP OF THE MANHOLE CM AMBER, MEASURE© VERTICALLY FROM 3. L AND P SMALL MAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN i FOR H (IN SECTION C -C) SEE NOTE I. THE END OF THE RCP. SHALL BE A MINIMUM OF V. ON THE PROJECT DRAWINGS: A. D =96' OR LESS, L=S' -6•. P=S' = ,;TAFFY •RAID( IIIt�Ir,N1r10LE FRAllll� STREET GRADE � 3. L SHALL BE 4'-0" UNLESS OTHERWISE SN0IMIV. L MAY BE INCREASED OR C. IF THE 512E OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED B. Da OVER 96'. L=6' -O' P=e• ANO covER PER CONCRETE RING: STo. PLAN LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE - 4• 630 PER STD. PLAN 324 -- SEA RIS OMIT THIS STEP \ TSEAT. IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. - ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D OARS 6'OC. I ' 1N PAVED STREETS Ww i N 4. T SMALL BE Be FOR VALUES OF M UP TO AND INCLUDING 8'-O' AND 100 FOR I. PROVIDE A SPECIAL STRUCTURE. SHALL 1E CONTINUED �i", MANHOLE ?4• VALUES OF M OVER a 0. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER - `, SHAFT PER STO. K' FOR PAVED°=` 2•-2• • 9• � S. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT 2. PROVIDE TWO STANDARD STRUCTURES CONSISTING OF THIS ' LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND i�fSTREETS. PLAN 324 FOR UNPAVED pn1 ti T 3•- W �, CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE REFER TO THE PROLONGED INVERT GRADE LINES. ' pnI 3•-0• ' . STREETS -T -,_j •s$ � T- SHAFT AND REFER' TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. JUNCTION STRUCTURE OR TRANSITION STRUCTURE. S. REINFORCEMENT SMALL CONFORM TO ASTM A 615. GRADE 40. AND SMALL • •-- � T S•xt' PIPE SEAT 41 sI % W W N MA 6. REINFORCEMENT CONFORM TO ASTM A 615. GRADE 40. AND SMALL 12. MANHOLE FRAME AND COVER tMALL CONFORM TO STANDARD PLAN 630 TERMINATE 11/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE � T - ROUND EDGES I/ Y "SHALL TERMINATE 1 1/2 CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE UNLESS OTHERWISE SHOWN. , SHOWN. �__ an of INLETS ROUND EDGES =MOWN. 13. MANHOLE SHAFT SMALL CONFORM TO STANDARD PLAN 324 UNLESS 6. FLOOR OF MANHOLE SMALL BE STEEL TROWELED TO SPRING LINE. = W • OTHERWISE SHOWN. I/ 7, FLOOR OF MANHOLE SMALL BE STEEL TROWELED TO SPRING LINE. T. BODY OF MANHOLE SMALL BE POURED IN ONE CONTINUOUS OPERATION INLET ELEVATION APPLIES AT THIS IC -C 14. WHERE A MANHOLE SMAFT - 36-INCH,WITHOUT REDUCER IS SPECIFIED EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY POINT ,SECTION 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION REFER TO STANDARD PLAN 336. BE PLACED AT SPRING LINE. EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY •. THICKNESS OF THE DECK SMALL VARY WHEN NECESSARY TO PROVIDE A $ECTION A -A MAY BE PLACED AT SPRING LINE. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F 0 B. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE SPECIFIED REFER TO STANDARD PLAN 328. . SHOWN ON TABLE SH. I. STATION LI NE -� A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8" It. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS S. D BARS SMALL BE •4 FOR 02= 3!' OR LESS, •5 FOR D2= 42' TO •4' 3' r0• 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 638. UNLESS OTHERWISE SPECIFIED REFER TO STANDARD PLAN 329. INCLUSIVE AND •6 FOR D2=l0' OR OVER. "'~" 1 - STEPS SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 10. CENTER LINE OF INLET PIPE SMALL INTERSECT INSIDE FACE OF CONE AT T I T STEP SHALL NOT BE MORE THAN 24' ABOVE THE LEDGE AT THE SIDE OF SPRING LINE UNLESS OTHERWISE SHOWN. S'R --- .. - VALUES t E I) -�AVED STREET UNPAVED S� E THE MANHOLE. 324 MAI4iOLE SHAFT - WITH ECCENTRIC REDUCER N. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR .636 UNLESS OTHERWISE ` I z N I SECTION - A -A MAX - MIN. MAX. MIN. • 2'-10 I/2' - $26 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER ' 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO tS' OC. THE LOWEST I --- II• t/ • I IS' X29 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER STEP SHAI.I_ NOT 8E MORETHAN 24• ABOVE THE INVERT. �• •2T"8' 4• 630 24 -INCH MANHOLE FRAME AND COVER 12. THE FOLLOWING CRITERIA SMALL BE USED FOTHIS MANHOLE T7$ • 633 36-INCM MANHOLE FRAME AND COVER A. MAIN LINE s 36' INSIDE DIAMETER OR LARGER. EXCEPT IF MAINLINE VGRADE 635 STEEL STEP 638 POLYPROPYLENE PLASTIC STEP RCP DOWNSTREAM OR MANHOLE IS 36- TO 42' INSIDE DIAMETER AMC) OPTIONAL •OTTOM POINTS. MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL SEE NOTE S . BE USED. ' SECTION 5 . . 1 AMERICAN rIISLIC NORKB ASSOCIATIOIN - SOUTHERN CALIPORRNIA CNAP'TER AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 320 -0 - 1111I~IW20P1 MANHOLE PIPE TO PIPE (MAINLINE ID = 36" 011 RGERI MANHOLE PIPE TO PIPE ONE OR STANDARD R -M AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANOAND PIAN AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAP TEIR BTANDAND PLAN IOWT G � TM IM 321-0 MANHOLE PIPE TO PIPE ONE OR BOTH X321-0 MANHOLE PIPE TO PIPE ONE OR BOTH 321-0 ,«� BOTH MAIN LINE IDOS 33' R SMALLER MAIN LINE ID'S 33" O SMALLER «+�:oP1 MAIN LINE ID'S 33" O SMALLER 91IMSMS USE WITH STANDARD SPECIRCATKkIS FOR M1SLK; WORKS CONSTRUCTION lI�T 1 OF i Pre pared By: CITY ^c FONTANA-- CALIFORNA PLANS PREPARED FOR RE`S roves Dote: Orval tlx: BENC#-IMARI� QRpF E ss j oyWI ALLARD E=�J�G�1�ER�V�C� �o J. 144<, Kaufmon and Brood of So. Calif.,nc. CALTRANS BENCHMARK N0. 8-17 Civil Engineering - Land Planning �� ° <<.r �z ' BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 CherryAvenue I✓� �r o , Drawn By. STOW DRA1�1 PLAM Scale. Pacific Inland Division -. Attn: Ben Anderson 343 N/0 HIGHLAND AVE., 0.2 MI. W/0 SAN Fontana, Californial92336 No. 36052 SCN 1 "= 40' SEVAINE RD., IN SOUTH CONCRETE BASE OF (909) 899-5011 Fax (909) 899-5014 � Desi ned ; LATERAL PROFILES; 180 North Riverview Drive, Suite 300 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Exp. 6/X = 9 Anaheim California 92808 HIGHLAND AVE. FROM SIERRA AVE.�-�.-s (-��.�7 sp �� SCN and DETAILS August 1996 7 CIV 1�- ,tea (714)921 -3620 aymo d J. All d, R.C.E. 36052 Date �F �Fc><' Checked By:�; �/jl�T1O�: 1428.6090 OF C^L RJA APp C ENGINEER R.C.E. 25126 * 3 (expires 6/30/96) • -\ " If Ilename: c: -\Uwj -\ ] ULU I-\ I DODD-a \ I vcu I au -t. uw (Date: Janumy 6, 1997 4