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Home My WebLink About3335-2F - '---D-h---1 F OPTIONAL OUTSIDE t EDGES TO BE EDGE OF CONCRETE ROUNDED D BARS B 75 mm (31) R 75 mm (31) OC --- IoM • � ` - (3) TIE BAR R ID OF SPUR 420Mt ♦c ■ C i 6), E BARS At _ 975 iron 13'-3') LONG, -I SEE NOT L J �- 4-15M(*4) H 0 BAITS _ -IOM TIE BAR BARS 900 mm 75 mm (31 OC, f-+ 1.2 m (3'-0') LONG SEE NOTE 9 B ( 3-15M(+4) J BARS 1.4 m (4'-0•) (4'-8') LONG 75 mm(3') OC CON'T.ADD'L>'BARS 150 mm DETAIL "N" F Dt F (6.1 OC TO INSIDE EDGE (RINGS AND COYER NOT SHOWN) OF MANHOLE, SEE NOTE 2 PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME ` STREET AND COVER PER GRADE STD. PLAN 634 .-610 mm (241 p MANHOLE SHAFTfw ^Iz !25 mm >< 50 mm ,,i a of PER STD. (5'x2.) @ PIPE SEAT LEVEL, t, PLAN 324 PIPE SEAT 21< ._ SEE NOTE 8 9 , t- 00 mm {3 0 o rR , ) w E BAR I S E BARS,; N {-TIE BARS STEPS „ t75 mm,' 4 TIE BAR --' � �_ �..`�---E n+ t3 125 mm (5') -- J BARS o �7 D BARS R F P 00 I 00 mm P ROUND EDGES t2 •)12'-41 TO 75 mm (3') R -SPRING LINE 15M(@4) Q 450 mm (181 OC BOTH 7ELEVATIONGRADE POINTS. WAYS TO BE USED APPLIES AT SEE NOTE 4 WHEN Dz IS 1500 mm THIS POINT (6O•) OR OVER SECTION B -B SECTION A -A CONCRETE RINGS PER STD. STREET GRADE 125 mm x PLAN 324 RING SEATS mm (5`x1.) OMIT THIS , STEPIN H BARS ' E PAVED o. SEE TABLE STREETS VARIABLE ISO ■wn H BARS L' �, ts•? -150 mm (6' 24 E BARS 400 mm (16") FOR , j50 �IOM(@3 OR +4) PAVED STREETS, F [6') _i F TIE BARS 650 mm (2''-2') FOR / UNPAVED STREETS ' �J BARS ROUND - EDGES TO 75 mm (3')R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROKOUICY4OR`�TANDARDS MANHOLE PIPE TO PIPE MAIN LINE STANDARD `A" PUBLIC 1MQRKS STANDARDS INC., GFEEN6pCJIm K COMMITTEE ID=900 mm 36" OR LARGER 320-1 RFV IW USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4 E E B 0! H' EDGES TO BE ROUNDED 1212 - ( TO 75 mm (31 R - Ct C At ' trlp� JA •r I F , OF SPUR --iso mm t61 MIN. �`-�• ALL STEEL REIN., 15M , - 0 100 m(44 '0 4') OC - o DETAIL "N" PLAN B tRINGS AND COVER NOT S40WNI PLAN SEE NOTE I (SHAFT NOT SHOWN) STREET GRADE -t MANHOLE FRAME CONCRETE RINGS STREET GRADE - _ AND COVER PER PER STD. PLAN 324 ,,- H25 mm x 25 5T6. PLAN 630 610 mm OMIT THIS STEP f" (5,W) _ (24•) IN PAVED STREETS - RING SEAT m MANHOLEw io s SHAFT 225 mm t8'? ---. X La }' PER STD. 400 mm'(IS•)FOR 6?O fm ma PLAN 324 PAVED STREETS. = - t24') } --- 0 -900 mm (3--E-] 650 mm 2., ■ Wl (2'-2') if _ STREETS FOR UN-! �,'� T 1(050 m (3'-6't T -= w w r -- PAVED STREETS" t75 on In 125 mm x 50 mm (51x2') PIPE SEAT w Il75 mm (3*) D mm t3 -6' m T NO EDGES Iv m o LETS 1/ INLETS r' 2 � 25 mm (5') ROUND EDGES x fl 5 mm i"2t AP LIES AT TNI"S SECTION C_C POINT SECTION A -A STATION LINE 90O mm (3'-O') 200 mm f8')-;, � STEPS 7 f T - 450 trm (IS•) 75 mmC t4 t3') L 100 mm (4') 1ia2T-203 mm (8' 100 mm (41) -200 mm (81) 200 min (8' OPTIONAL BOTTOM`' -GRADE POINTS, SEE NOTE 5 SECTION B -B AMERICAN PUBLIC V',tDR14S ASSOCIATIC+N'- SOUTHERN CALIFORNIA CHAPTER PRr�nau_ at>:n Fr THE MANHOLE /��[ �] /''� c ((''�y j� {� (,J $TAtY Rll PLAN 57ahDAP.�, INC. IY[�FYH�LE P�9`E TO PIPE :�Qi�IE OR�T6-1 :. 1w` -T.0 ,.'sti,T E:AE LINE 3®'S 825mm' 33"R SBiALLEFt 321-1 ,gra USE WITH STANDARD SPECIFICATIONS II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. {EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THF MANHOLE IS 900 mm (36") TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS.) STANDARD PLAN 320 4R STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36") IN DIAMETER: E. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS .MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm {8'} THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6'), C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT. BE MAINTAINED, THEN ONE. OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE, 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12 MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 63f3 UNLESS OTHERWISE .SHOWN. 13. MANHOLE SHAFT SMALL. CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A .MANHOLE SHAFT:.- 900 mm (36') WITHOUT REDUCER 15 SPECIFIED REFER TO STANDARD PLAN 336, 15. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 32$. I6_ WHERE A PRESSURE MANHOLE .SHAFT - 914 mm (36') :WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHAWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL. VALUES .USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC .BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL. BE ENGLISH UNITS. THE FALLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm {36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC.. 329 PRESSURE MANHOLE SHAFT - 914 mm (36") WI7HQU7 REDUCER 630 610 mm t24"3 MANHOLE FRAME AND COYER 633 914 mm (36") MANHOLE FRAME AND COVER 635 STEEL STEP 636. POLYPROPYLENE TASLE OF VALUES FL'iI M tSEE NOTE ii i`�ANH�LE PIPE TO PIPE ONE OR BATH IIAIIU LINE 1p (ONE � t,T��Y11t11: s7J �� SMALLER) SECTION PAYEiiBTREET � i1HPAYEO STREET <@o mrr, (71) 190 rnm (7.1/2•) MAX. k,it3. MAX, MIN. A -A 215 r>`rn i8 112') 1350 mm (54') 23C3 mm 9'} 1060 rx+t t3`-6'1 C-G'� 282 mm tt1') 2t7 mm t8 1.2') 410 mm (t6') S60 mm i15`) II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. {EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THF MANHOLE IS 900 mm (36") TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS.) STANDARD PLAN 320 4R STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36") IN DIAMETER: E. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS .MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm {8'} THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (6'), C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT. BE MAINTAINED, THEN ONE. OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE, 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12 MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 63f3 UNLESS OTHERWISE .SHOWN. 13. MANHOLE SHAFT SMALL. CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A .MANHOLE SHAFT:.- 900 mm (36') WITHOUT REDUCER 15 SPECIFIED REFER TO STANDARD PLAN 336, 15. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 32$. I6_ WHERE A PRESSURE MANHOLE .SHAFT - 914 mm (36') :WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHAWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL. VALUES .USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC .BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL. BE ENGLISH UNITS. THE FALLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm {36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC.. 329 PRESSURE MANHOLE SHAFT - 914 mm (36") WI7HQU7 REDUCER 630 610 mm t24"3 MANHOLE FRAME AND COYER 633 914 mm (36") MANHOLE FRAME AND COVER 635 STEEL STEP 636. POLYPROPYLENE _D2 i`�ANH�LE PIPE TO PIPE ONE OR BATH IIAIIU LINE 1p (ONE � t,T��Y11t11: s7J �� SMALLER) --2,00 rrm 155 mm (6-1%2') 975 mm (39'1 1050 mm t42`) <@o mrr, (71) 190 rnm (7.1/2•) 1125 mm (45•) S�=F_T 7'JF FOR PUBLIC WORKS CONSTRUCTION TABLE OF VALUES FOR F _D2 i`�ANH�LE PIPE TO PIPE ONE OR BATH IIAIIU LINE 1p (ONE � t,T��Y11t11: s7J �� SMALLER) --2,00 rrm 155 mm (6-1%2') 975 mm (39'1 1050 mm t42`) <@o mrr, (71) 190 rnm (7.1/2•) 1125 mm (45•) 195 min t7 3!4') 1200 mrn�(A8' 205 rr,m (8•j _ t�75 mm (5111 215 r>`rn i8 112') 1350 mm (54') 23C3 mm 9'} 1425 mm f57'I -M- Z35 r+m (9 If4') 150fl (bt3•) :240 m'9 1575 mrn tb3') l650 mm t66') `255 mm (it}") 264 mm (tO 1/4•)- 17?5 mm (ti 9') i275 mm t10 3/4'} 18bo mm (72')�280 mm (it"} 150, mm _C78' ?Qt.� mm� C#t 3!4'1 1OO mm 194') 225E mm� 90'} ( "400 .mm {9G" 2554 mm (It)2`) 320 mm (21/2-) 335 mm (13 tJ�•} _355 mm ft4') 395 2700 mm i�r8•} 2850 mrn (114') 31)G�0 mm C?20') 420 mm t16 I!2") 430 mm (17') I 3.50 mm f 2 ' 4 t 6) 30 mm _ (l7°) 3300 mrn t1,,32')�445 mm t17 3450 mm mm t:7 .&00 m 1441} 455 nrn f18") NOTES t. WHEN . DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX 1S LESS THAN ES67 mm (2'-10 I!2') FOR PAVED STREETS OR 1060 mm (3'--5') FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'.' DEPTH . M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mrn (6") ;WHEN LARGER VALUES OF AA WOULD REDUCE H IN SECTION C -C TO IOFiO mm (3'-6') OR LESS, 2. H (IN SECTION A' -A AIvD B -S) SHALL NOT BE LESS THAN I-2 m (4'-O"), ..BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHAT -L -NOT BE LESS .THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL 8E USED. FOR H (IN SECTION C -G) .SEE NOTE I. 3, L SHALL BE 1.2 m (4`-ta') UNLESS OTHERWISE SHOWN, L MAY 6E IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE IN LOCATION OF THE :SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm {Ei`) FOR . VALUES OF H UP TO AND INCLUDING 2.4 m ($'-Q') AND 250 mm UG') FOR VALUES OF H OVER 2.4 m (8'-0"): 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3. 6. REINFORCEMENT SHALL COt<I�'QRM TO ASTM A 615M, GRADE 3QO(ASTMA 615, GRADE 40), AND SHALL TERMINATE 40 mm (I 1/2') CLEAR OF CONCRETE .SUR- FACES UNLESS OTHERWISE SHOWN, 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO .SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. LINE. 9. THICKNESS OF THE DECK SHALL VARY WHEN . NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT . BE LESS THAN 200 mm (W). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm {14'} 1'O 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. . SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER, � • `� p un C lry��• ,/^� Egg /''�},� ..r, NchRDr� S'i3°iS�t-iVLE.� PIPE G T7J PIPE VIYE METRIC �� OR BOTH MAIN L.1[�E 321-1 ID'S 825mm 33 OR SMALLEF? SHt_i2L�F3 NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE -.TOP OF THE BOX IS LESS THAN 867 mm (2'-10 I!2') FOR PAVED STREETS OR 1060 mm (3',F,') FOR UN- PAVED N' STREETS, ATR - CQN TR T MONOLITHIC - Et? EFTS, S UC SHAFT -PER SECTION C C AND DETAIL 'N', SHAFT FOR ANY . DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER t)1' IS 124E mm {48'} OR LESS, CENTER OF SHAFT MAY 8E LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 rnm (48') OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY :AROUND SHAFT AT 45" WITH CENTER LINE AND OMIT J BARS. 3. L At•(p P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS A., tag=2400 mm (96') OR LESS. L=1.7 m (5'-6"}, P=130 mm (5') B. D2 OVER 2400 'mm (96`)« 'L=1.$ rn (6'-0`). P=210 mm (8") L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. YtHEt1 L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, DBARS SHALL 6E CONTINUED 150 mm t6') ,OC. 4. 4 H STATIONS OF MANHOLES SHOWN O PR Y A NT N PROJECT DRAWINGS APPLY T CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5 REINFORCEMENT SHALL I CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615, GRADE 40). AND SHALL TERMINATE 40 mm {I If2') CLEAR OF CONCRETE SUR- FACES •UNLESS OTHERWISE SHOWN. 6, FLOOR . OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. 8, THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2, 9. D BARS SHALL BE 15M(+►4) FOR D2=975 mm{39'} OR LESS. 15M(•5) FOR Dz --IOvQ mm (92') TO 2100 mm ($4') INCLUSIVE AND 20M(+6) FOR D2=2250 mm (90'} OR OVER. )O. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE A1' SPRING LINE UNLESS OTHERWISE SHOWN. ll, STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISECD SHOWN. STEPS SHALL 8E UNIFORMLY SPACED 354 mm U4') TO 375 mm (15') OC. THE LOWEST . STEP SHALL NOT BE MORE THAN 600 mm (24"} ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE, A. .MAIN LINE _ 900 mrn {36'} INSIDE DIAMETER OR LARGER. EXCEPT 1F THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 'BOO mm (36") TO tOSO mm {42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (33') OR LESS STANDARD PLAN 321 PLASTIC STEP. B. THE OUTSIDE DIAMETER OF THE LATERAL :MUST BE LESS THAN OR EQUAL TO If2 THE INSIDE DIAMETER OF THE MAIN LINE. 1F 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 ()F THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30'). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN fi30 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL .CONFORM . TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN, 15. WHERE A MANHOLE ' SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER Tt? STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328, !7. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329_ IS. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR ISFZENGL SHNUNITS ARE USEDY ALL VALUES USED FOR METRIC NSITRUGTIONSIZES. SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS -ARE INCORPORATED HEREIN 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (36") WITHOUT REDUCER 630 610 mm {24"} MANHOLE FRAME AND COVER 633 914 mm (36'I MANHOLE FRAME AND COVER 635 .STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER sTasa,Rl?o F! A ",�7R1� SHcET3flF3 i`�ANH�LE PIPE TO PIPE ONE OR BATH IIAIIU LINE 1p (ONE � t,T��Y11t11: s7J �� SMALLER) e�p'FESSIp�q C w- IV0.63494 ' � Exp. Sept. 30, 2006 � cnj. CIVIL 9lE®F C Al-1F�Q� E o_ r 11