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Home My WebLink About3288-8FCh F OPTIONAL OUTSIDE EDGES TO BE ESE OF CONCRETE ROUNDED TO D BARS 75 mm t311 R 75 mm (31) OC �- IOM(•3) TIE BAR �- R=ID OF SPUR Ct tC 4-2006). E BARS At 975 mm (3'-3•) LONG. -� SEE NOTE 2 t- -j 4-I5M(s4) H D BARS IOM(e3) TIE BAR I.2 m BARS -SO•) LONG 73 mm (31 OC. SEE NOTE 9 3-15M&4) J BARS 1.4 m (4'-0•) (4'-84 LONG 75 mmt3') OC COMT.ADIYL. BARS 150 mm DETAIL 'N' F DL F (64 OC TO INSIDE EDGE OF MANHOLE. SEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE 1) RV (SHAFT NOT SHOWN) MANHOLE PIPE TO PIPE MAIN LINE MANHOLE FRAME STREET AND COVER PER GRADE STD. PLAN 630 4- 610 mm (241 MANHOLE SHAFT 125 mm x 50 mm PER STD. (5•x2.1 PLAN 324 PIPE SEAT 900 mm (3'-0•) E BARS 15NK•4) O 450 mm TIE BARS RV STREET GRADE MANHOLE PIPE TO PIPE MAIN LINE STEPS PUBUC MR" G`19m°°M"'' RING SEAT TIE BAR -_ H BARS 4- 125 mm (51) F USE WITH STANDARD SPECIFICATIONS FOR PUBIJC WORKS CONSTRUCTION J BARS ROUND EDGES 130 mm L TO 75 mm (31 R 135 SPRING LINE 15NK•4) O 450 mm 14' INLET (18') OC BOTH IS75 mm (63') ELEVATION WAYS TO BE USED APPLIES AT WHEN Oe IS 1500 mm THIS POINT (601 OR OVE SECTION A -A CONCRETE RINGS PER STD. PLAN 324 OMIT THIS STEP IN PAVED STREETS-//.'� H BARS) 150 mm (6 400 mm (16.) FOR PAVED STREETS. 650 mm (2'-24 FOR UNPAVED STREETS PIPE SEAT LEVEL. I SEE NOTE 8 I SEE NOTE 4 SECTION 8-B AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STREET GRADE MANHOLE PIPE TO PIPE MAIN LINE 125 mm x 25 mm (5'49 PUBUC MR" G`19m°°M"'' RING SEAT 320-1 H BARS 1050 mm (42' SEE TABLE _ gm USE WITH STANDARD SPECIFICATIONS FOR PUBIJC WORKS CONSTRUCTION VARIABLE 1200 mm (48•) 130 mm L 6h 135 2 1425 rtxq (5T 14' 1500 mm E BARS IS75 mm (63') 50 IOII(e3 OR e4) F (6•I TIE BARS 1800 mm l72') 280 mm (11.1 J BARS 300 mm Ill 3/4.1 m (84• 2'100 m2250 ROUND mm (9Q:L 355 mm 1 1 4' EDGES 355 mm 14• TO 75 mm ul !3.3R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER SY DS„W_ MANHOLE PIPE TO PIPE MAIN LINE sTA PUBUC MR" G`19m°°M"'' I13=900 mm 36" OR LARGER 320-1 REV. IN' 1050 mm (42' SHEET t OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBIJC WORKS CONSTRUCTION mm TABLE 0 VALUES FOR F ID=900 mm 36" OR LARGER- SECTION 900 mm l36•) 163 mm 6 1/2'1 975 mm (39•) 18 mm r 1050 mm (42' 190. mm {7 i/2•) 1125 mm 4S• 195 mm lT 3/4') 1200 mm (48•) 2 3 mm S' 1275 mm (SI•) 215 mm t8 1/21, 135 30 mei. 1425 rtxq (5T 14' 1500 mm 240 mm 9 I/2'):: IS75 mm (63') 255 exit 10• (6 mm t66' I 1/41), 1723 mm t69') T5 mm 10 3/4• 1800 mm l72') 280 mm (11.1 1 SO mm t78') 300 mm Ill 3/4.1 m (84• 2'100 m2250 320 mm U2 1/2• mm (9Q:L 355 mm 1 1 4' 240 mm 6' 355 mm 14• 2550 mm UO2•) 395 mm tl3 I/2') 2700 mm (108•) 405 mm li6•) 2aso mm n1a•) 3000 mm t20• 42o mm ua 1/r) 430 mm (Ir) 3150 mm 126•) 430 mm (I7• (13 ' 44 mai (17 I/2•I M 3450 mm (13 445 rtrri IT 1/2•) 0 mm 144' 453 � S mm t5'I OF INLETS ROUND EDGES x � g Is mm �µ AMERICAN PUBLIC WOR KS ASSOCIATION - SOUTHF„[�N:GALIFORNIA CHAPTER STANDARD I/ . INLET ELEVATION �PIAN 3Zp_� 320 -1 MANHOLE PIPE TO PIPE- LINE MANHOLE PIhE TO PIPE= MAIN: LINA APPLIES AT THIS ID�OO mm 76" OR URGER IQ=900 mm 36" OR LARGER SHEET POINT SECTION A -A TABLE 0 VALUES FOR F ID=900 mm 36" OR LARGER- SECTION 900 mm l36•) 163 mm 6 1/2'1 975 mm (39•) 18 mm r 1050 mm (42' 190. mm {7 i/2•) 1125 mm 4S• 195 mm lT 3/4') 1200 mm (48•) 2 3 mm S' 1275 mm (SI•) 215 mm t8 1/21, 135 30 mei. 1425 rtxq (5T 14' 1500 mm 240 mm 9 I/2'):: IS75 mm (63') 255 exit 10• (6 mm t66' I 1/41), 1723 mm t69') T5 mm 10 3/4• 1800 mm l72') 280 mm (11.1 1 SO mm t78') 300 mm Ill 3/4.1 m (84• 2'100 m2250 320 mm U2 1/2• mm (9Q:L 355 mm 1 1 4' 240 mm 6' 355 mm 14• 2550 mm UO2•) 395 mm tl3 I/2') 2700 mm (108•) 405 mm li6•) 2aso mm n1a•) 3000 mm t20• 42o mm ua 1/r) 430 mm (Ir) 3150 mm 126•) 430 mm (I7• (13 ' 44 mai (17 I/2•I M 3450 mm (13 445 rtrri IT 1/2•) 0 mm 144' 453 R NOTES I. 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 t3'-6.1 FOR UN- PAVED 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 1200 mm (48•) OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM GRAIN WHEN DIAMETER D1 15 1200 mm (481) OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT- AT 45° WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS A. D2=2400 trim (96') OR LESS. L=1.7 m (5`-60). P=130 mm (5'T B. O2 OVER 2400 mm (96'). L=l.B m (6'-0'). P=210 mm (8') L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED ISO mm .(6') OG. 4. 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. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (I I/20) 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 8E PLACED AT SPRING LINE. 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALT. NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE I5M(04) FOR D2=975 mm(39') OR LESS. 15M(05) FOR D2 =1050 mm (42•) TO 2100 mm (84') INCLUSIVE AND 20M(•6) FOR 02=2230 mrn (90') OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF -CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. It. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 rrun (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 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (361 TABLE OF VALUES FORM (SEE NO Il ID=900 mm 36" OR LARGER- SECTION PAYED STREET MIN. UNPAVED STREET MAX..: MINE a -A $6T mm ( -t0 1/ • 610 err 1060 mm (3'-6'I C -C 28 mm If• 2t7 mm 8 1/2' 410 mm t16') 8 mm IS' NOTES I. 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 t3'-6.1 FOR UN- PAVED 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 1200 mm (48•) OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM GRAIN WHEN DIAMETER D1 15 1200 mm (481) OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT- AT 45° WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS A. D2=2400 trim (96') OR LESS. L=1.7 m (5`-60). P=130 mm (5'T B. O2 OVER 2400 mm (96'). L=l.B m (6'-0'). P=210 mm (8') L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED ISO mm .(6') OG. 4. 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. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (I I/20) 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 8E PLACED AT SPRING LINE. 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALT. NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE I5M(04) FOR D2=975 mm(39') OR LESS. 15M(05) FOR D2 =1050 mm (42•) TO 2100 mm (84') INCLUSIVE AND 20M(•6) FOR 02=2230 mrn (90') OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF -CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. It. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 rrun (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 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (361 30F4 ID=900 mm 36" OR LARGER- ID'S 825mm (33 ' OR SMALLER 2oF4 ) TO 1050 mm (42'1 INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm t33•) OR LESS STANDARD PLAN 321 SHALL BE USED.METRIC AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srAlPtAN MANHOLE PIPE TO PIPE MAIN LINE 320-1 ID=900 mm 36" OR LARGER SHEET B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR .EQUAL 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 750 mm (300). 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 - 900 mm (36') WITHOUT REDUCER 13 SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC, REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 18. 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 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 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 (366) MANHOLE FRAME AND 30F4 ID=900 mm 36" OR LARGER- COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEPMETRIC AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER y-T,yN III Hm MANHOLE PIPE TO PIPE �MAIN LINE 320-1 o`er DETAIL `N' PLAN .. PLBAN (RINGS AND COYER NOT SHOWN) SEE NOTE 1 (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS AND COYER PER io R IN STEPS 450 mat (181 SHEEr4pF4 ID=900 mm 36" OR LARGER- o`er DETAIL `N' PLAN .. PLBAN (RINGS AND COYER NOT SHOWN) SEE NOTE 1 (SHAFT NOT SHOWN) STREET GRADE MANHOLE FRAME CONCRETE RINGS AND COYER PER io R IN STEPS 450 mat (181 MEQ S31i2EE-1T20F� MAIN .LINE ID'S 825mm 33 OR SMALLER ID'S 825mm (33 ' OR SMALLER SHEET 3 OF 3 PER STD. PLAN 324 • 42' to 4!• Is 610 err STD. PLAN 630 OMIT THIS STEP(VXPJ FOR PUBLIC WORKS CONSTRUCTION � t24') IN PAYED STREETS - w Sr MANHOLE SHAFT 225 rtxr 19'Y-- PER STD. 400 mm t16•) FOR �E PLAN 324 PAYED STREETS, O mE 900 mm (3'-0•)650 STREETS FOR UN- �'V PAVED STREETS 1 125 mm x SO mm (51x2') PIPE SEAT T � a - ROUND EDGES � S mm t5'I OF INLETS ROUND EDGES x � g Is mm I/ . INLET ELEVATION APPLIES AT THIS POINT SECTION A -A STATION LINE 900 ttur l3'-0.1 200 mm (8•)-� ' ) and11 l ( 100 mm {4•) •2r-200 mxt (all („ loo met (4•I 200 me t811 200 mm (8 OPTIONAL. BOTTOM SEE NOPTOEi�T3. SECTION B -B TABLE OF VALUES FOR M (SEE NOTE 1) SECTION PAYED STREET UNPAVED STREET MAX AVN. MAX MIN. A -A 67 mer tr-10 t/2h 1060 mat (3'-b C -C 282 mm (111 217 mxt t8 1/r) 410 mer 061 80 mum (131 STREET tOiAt>E 423 SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER �°"�IW THE „„C•_ MANHOLE PIPE TO PIPE ONE OR BOTH STANDARD �`" �' � MAIN LINE ID'S 825mm 33" OR SMALLER 321 - 1 �-'m0 USE iMTH ST SPECIFICATIONS me. x 23 SEAT >l w� N ti Ito NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP 4F THE BOX IS LESS THAN 867 mm t2'-10 I/2') FOR PAYED STREETS OR 1060 mm (3'-6') FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6') OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT 8E LESS THAN 1.2 m (4'-00), BUT MAY BE .INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE I. 3. L SHALL BE 1.2 m (4'-0') UNLESS OTHERWISE SHOWN. L MAY BE 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 (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8'-0•) AND 250 mm (102) FOR VALUES OF H OVER 2.4 m (8'-0•). 5. STATIONS 4F 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. S. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(A3TM A 615. GRADE 40). AND SHALL TERMINATE 40 mm tl 1/2.1 CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHAT! 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. 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (80). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 4R 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140 MEQ S31i2EE-1T20F� MAIN .LINE ID'S 825mm 33 OR SMALLER ID'S 825mm (33 ' OR SMALLER SHEET 3 OF 3 402 42' to 4!• Is $r to sr SHEET t Of 9 FOR PUBLIC WORKS CONSTRUCTION 1' fiotr 0.0� d p[oi0.-� Else. tulllr•�csn �e E��d CiiZT3iQ�iEI1 BOTTOM VIEW TDP PLATE -Ser de`oii tar Loauno WQ�IY¢gia dnlesroxNe�iM 1i dtan w N� �♦ i i C.i.l!,R0. l 10L DL Do RISER CSP. DIAMETER 6AU6E IB' to 2T` 16 30' to 8f' 1 F W mild stall per i .rlf40 MEQ S31i2EE-1T20F� MAIN .LINE ID'S 825mm 33 OR SMALLER ID'S 825mm (33 ' OR SMALLER SHEET 3 OF 3 402 42' to 4!• Is $r to sr Io Y; --'a"sir galr DETAIL- PLATE STIFFENER His to � matt:!► top plait i _ � I �' �31t.tot+.�• BOTTOM VIEW CAGE RETAINER RM �-pjL . colior C.S.P.• -RC.' 1 :. a; ' �. �` 'o>•; ' '• �_ __ r finis 'L ALTERNATE JUNCTION - ` bpi ` CD are shown on 1305 -o.y gook ELEVATION � 21! "x 2 I/ x Tttti� tam 'Ir./e-.•� tlortes site baKb0.) Scarf and rltld I. Rita pipe tAsll extsM te`EISR A'. � - 1 Elovetim DrGeLl. xAo Ixcador• m AAS phone. Ah3s. S/a � $patrr -.- 4. Grote ssat#aWy shell tN g0lroriss qwT(r�trr fobricaFioe. , ',� For DtS4•a�t lertsr, rsl/ 1l�i11�i7y' onyMs t0 pion •ltrl +adds fidO.G t rr<enxe8a d Don an ynh ets�ly. _ e/Z�At(tf1 bol 7. Goer d O+is � d'mtltfls Ds�roI1 M tast rt for ridr� t i�rr aw0 xdi a11oN mt IADP t�pOr>gtei � 9oM�teO sster � HOLD-DOWN ORANGE COUNTY ENVIRONMENTAL M G� T GE CY STD PLAN APPror.J &A IVa/ dl:, pi da► of !'trOlir Nrorks Adapifd= Res 7T-92. Revised< INLET TYPE I or( Tt?ESE RE�i i1 CR.+�YltINGS HAVE Bt'EN _F"x. At�'-i3,�� PART CFI ri4>: rwasls r71' INS=OI?��.�r�:�N O(:.�r�rzt AItt� FttRr,;^�I�IFD BY oT1iERs. r):E ENGINEER 4"YII.L t<�ca�r �:� I?E,SF'Q��SIt?�.E FOR ANY ERRORS OR Ctir,(ISSit�S Ve7�ICH t�A'JF BEEN INCORPORATED INTO THE DOCUMEN'f�; AS A 1?ESUI.T THEREOF. ) TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER srAN°nRD PIAN MANHOLE PIPE TO PIPE ONE OR BOTH 3j4"Hol.."H. a. ; equally xpoctrd.' Centq of holy to be MEQ S31i2EE-1T20F� MAIN .LINE ID'S 825mm 33 OR SMALLER 11. THE FOLLOWING CRITERIA SHALL 8E USED FOR THIS MANHOLE A. MAIN LINE = 825 mm (338) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm t36'I TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (339 OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (361 IN DIAMETER. B. .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 (80) THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP. SHALL BE A MINMUN OF 150 mm (61. 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. t. 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 630 UNLESS OTHERWISE SHOWN. ' 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (361 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. 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 .MET IC 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 FOLLOWING STANDARD- PLANS ARE INCORPORATED HEREIN= 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 rnrn t364 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914.mm (360) WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COYER 633 914 mm (369 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 321-1 MANHOLE PIPE TO PIPE ONE OR BOTH MAIN LINE ID'S 825mm (33 ' OR SMALLER SHEET 3 OF 3 J:t126-1484\storm\STDETSHT1.dwg, 12118/2002 07:26:48 AM, PH