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Home My WebLink About3710-8ma ARCN�N°ImIIOT[ =oilIIIC IROUND no • TO 7S mm i Z l 1(3.) R 1 I SPUR--� KINFORC:ING STM I i16 r n•1 WN.. `�•{ � L ��TIMMED alm $NEE NOTE 3 I \ STA. POINT LATERAL S[E NOTE 3 PLAN • 490 mm (OC T E am N•) • BAR$ 1911 0 ISO mm (04 0 60) OC 64 R /NmIW 9 �min�'i OC CONCRETE CRADLE. RMS -C-44 (490-C-2000). 9a NOTE 9 SECTION Z -Z t LATERAL/ CONNECTOR PIPE P11Im 111411 � On OCC -1001 • 450 mm (OHC TIC GARS 04') -E woo F BARS ISM • 75 mm (M • 3.1 OC. SEE NOTE 6 TABLE OF VALUES FOR T B T SECTION M -M BARS ISM$ AM101K.AN PUUM wolMcs ANOCNTIOM - SOUInIIIRM CAL11FORINIA CHAPTER STAIOMW PLAN 331-2 HIST I cF 2 RE - PSE TO PSE aO.ET'D""" R$Uor, . D t00 mmD OR > 1/21 DCII L M D 331-2 ,m, oay. (1101 MEET 10F 4 smwr 1 OF 2 STM STSmm NOTES , 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER 8 OF THE LATERAL IS GREATER THAN 600 mm (240). B SHALL NOT EXCEED .75 D OR 975 moR (390). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. 0 SHALL REFER TO THE CLEAR SPAN OF THE ARCM. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. B. C AND D SMALL BE SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 3. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. I1. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. c. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION 3 TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SMALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EQUAL TO 600 RNN (240) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 0: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SMALL BE MADE IN ANY ONE SECTION OF PIPE. S. THE OPENING FOR THE BREAKOUT SMALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. S. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SMALL EXTEND 300 RMI (120) ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SMALL CONFORM TO ASTM A GOSH, GRADE 300. (ASTM A 615. GRADE 40). AND BE PLACED 40 amn (1 1/20) CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J OISTANCE FROM CENTER LINE WITH J -7D/12 • ISO aINR (60). 11. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. 12. 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 BMS SIZES IN ENGLISH UNITS MAY SE SUBSTITUTED F& METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SMALL BE ENGLISH UNITS. AME MCC PUBLIC 11010 CM ASSOCMTIDM - SOUTl1110101 CALOKWAM CMAPTIR STAIOMW PLAN 331-2 HIST I cF 2 D 2 600 mm 24" OR > 112 MM LINE ID NOTES 1. VALUES FOR A. B. C. DI, D:, ELEVATION R AND ELEVATION S ARE SHOWN ON THE PROJECT DRAWINGS. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX 18 LESS THAN G67 anon (2'-10 I/rl FOR PAVED STREETS OR 1060 RNR (3'-6') FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 9P. SHAFT FOR ANY OWTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER D( IS 1200 mm (48.1 OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SMALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 wwA4801 OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 4511 WITH CENTER LINE. 4. LENGTH OF MANHOLE MAY BE INCREASED AT OPTION TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF SPUR MUST BE APPROVED BY THE ENGINEER. S. P SHALL SE 123 Iimt (511) FOR Dr2400 RNR (960) OR LESS AND 200 RNR (60) FOR Ot OVER 2400 anon (940). 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 30011ASTM A 615. GRADE 40). AND SMALL TERMINATE 40 RNR (I 1/20) 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. 9. 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. 10. IF LATERALS ENTER ON BOTH SIDES OF MANHOLE. SHAFT SHALL SE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 RNR (140) TO 373 RNR (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 RNR (240) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SMALL BE USED FOR THIS MANHOLE: A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADE- OUATE. MAIN LINE - 900 RRR (360) INSIDE DIAMETER OR LARGER. B. LATERAL - 300 mm 0r) TO 3600 RMR (1440) INSIDE DIAMETER& HOWEVER. THE 1 NS 1 DE DIAMETER SHALL NOT EXCEED THE 1 NS I DE DIAMETER OF THE MAIN LINE. ANOVCAN PUBM VMIOIIKS ANOCMTMDN • SOUTHWIIN CALMORNIA CHAP= iTMI 11 PIJW MANHOLE PIPE TO PIPE (LARGE SIDE INLET) 322-1 SHEET ! OF 4 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SMALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 aMIR (36.) 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. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 aim (360) WITHOUT 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 RMI (360) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mal (360) WITHOUT REDUCER 630 610 anal (240) MANHOLE FRAME AND COVER 633 914 aNl1 (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP I NINCAN PUBLIC WOItI(S ASSOCMATION - SOUTHdI I CAL IFORNM CHAPTER STM PLAN urnw 322-1 SHEET 4 OF 4 MANHOLE PIPE TO PIPE (LARNE SIDE INLET) 1 1=27 .11 :'a • a• r • • `3L A ♦ 3 3 -11010414 &ARIL L4 w (4'-6.1 LONG. 73 = (3.1 OC CONTINIR: 1111MITHININ. am UK OF ENiE IIS STATION In mm . so , cs•. r) PIPE SEAT 3-0 BARE. TS mm (30) OC CONTINUE 00 mm (60) OC 4-=Owso) E BARS SEE NOTE 3- 10010 10 1• 490 mm (•3 0R N • 14M OC TIE SARs A B S BARS lTA7./.Y -• Nt A "As TO 79 mm (i•) R F OPTIONAL FILLET PLAN (SHAFT NOT SMOWID 9 9 i [--14-15 -ISO mw (O'1 AW STANDAR• PIPE J•INT No CO%mq 44" T 8.10 OF SPIN : MTN A 0111E OF MO mw I3'i01 IIMNIOLE SHAFT M STD. PLAN 384 STEPS STREET GRADE MANHOLE FRANK AND COVER MA HOOLEVER PER STD. PLAIT 630 �0 SARI / r -TI[ BARS N •TIE &ARS -J BAR$ •ROUND EDGE$ TO 75 mm (30) R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTFE•RN CALIFORNIA CHAPTER Its .. 50 mt HOLE PIPE TO PIPE R$Uor, RAM 100000 WAOMMM WC ' LARGE SIDE INLE P IK SKUAT i ASM$ BS • MEET 10F 4 USE VAM STANDARD $PBCIICATHONG FOR PUBLIC W04M CONSTRUCTICIN (609) OR OVER ELEV. s BANS SECTION A -A TY N R. C. 11 DATE CONCRETE RINGS PER STD. ISM 0 450 mm (N 0 04.1 STREET GRADE PLAN 324 OC BOTH WAYS, TO BE SECTION G -G IBM • 450 mm (N • MO) oc BOTH WAYS. TO SE USED USED WHEN 5 13 IS00 mm (6001 OR MORE RING SEAT VaN'JI Is 1500 mm (6011 oR w N SMI SECTION N -M -P -O CONCRETE RIMS ►ER OMIT THIS STEP IN $TO. PLAN 324 PAVED STREET$ H SAR ( TR�E� Iso mw H BARS ISSSiam�s 2S mm ts• II M1 ISO mA 16h RNN SEAT 400 mm (160) FOR 50mm(60) E SM$ STREET$. Hi50 mw MBAR 4A!1D~ FOR UNPAVED sTo 400 mm (140) FORIs•1 ,,� VARIABLE TIE SAM E BARS •TIE &ARS -J BAR$ •ROUND EDGE$ TO 75 mm (30) R SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTFE•RN CALIFORNIA CHAPTER PROMU,"mwTME e� HOLE PIPE TO PIPE F`"" RAM 100000 WAOMMM WC ' LARGE SIDE INLE 322-1 +ne mN +N• MEET 10F 4 USE VAM STANDARD $PBCIICATHONG FOR PUBLIC W04M CONSTRUCTICIN -r WAF t T 125 m=EA 50 mm (50 .2•)04 DAMI 0 BMS---. ROWO EMS TO 75 mm (30) R LONGITUDINAL SECTION AR ERICAN PUBLIC WORKS ASSOCMTION - SOUTHERN CALMFORNN CHAPTER OPT " MEM 322-1 MANHOLE PIPE TO PIPE (LARGE SIDE INLET) GRADE POINTS. SHEET 2 OF 4 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 anal (2'-10 1/2') FOR PAVED STREETS OR 1060 mm (3'-6.) FOR UN- PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL- OW. -SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1200 oNMIH (480) OR LESS. CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE' LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 anlN (480) OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45` WITH CENTER LINE AND OMIT J BARS. 3. L AND P SMALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. Nz2400 moll (9601 OR LESS. L-1.7 m (5'-60). P-130 anon (51 B. Ds OVER 2400 MR 196'). L-1.8 m (6'-0'). P-210 m11 (80) 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 (61 OC. 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 613. GRADE 40). AND SHALL TERMINATE 40 RMn (1 1/24 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 SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. D BARS SHALL BE 15M(04) FOR Dl -975 mm(39') OR LESS. 15W*5) FOR 02 =1050 Inn (42') TO 2100 mm (84.1 INCLUSIVE AND 20M(o6) FOR DI -2250 mm (90.1 OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO -375 anm 059 OC. THE LOWEST STEP SHALL NOT SE MORE THAN 600 mm (24') ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE - 900 mm (360) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 Im1 (360) TO 1050 11111111% (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 823 mm (331 OR LESS STANDARD PLAN 321 SHALL BE USED. AM ERMAN PtAK= VIIORKS ASSOCIATION • SOUT HM CALIFORNIA CHAPTER OPT Fuw MANHOLE PIPE TO PIPE MAIN LINE 320-1 ID400 mm 36" OR LARGER '2 BEET s OF 4 B. THE OUTSIDE DIAMETER OF THE 4ATERAL 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 INHERE 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 (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. 15. WHERE A MANHOLE SHAFT - 900 mm (36.1 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. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36.1 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 (3601 WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (3601 WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COVER 633 914 mm (36.) MANHOLE FRAME AND COVER 633 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP RECORD -DRAWING 3653 7 THESE FEC0r1" 1AlJUJuS HAVE BEEP! r'- -'.n> r' E' PART, ON i F,E e" IS CF ,r�rnRpHAT'ON CG`• "'LED AND U'i11 All► FURNISHED EY c�-, HFa ;. THE ENGINEER WILL NOT BE RESPOIN'SIBLE FOR ANY ERRORS 1 HAVE BEEN INCORPORATED INTO OTHE OMISSIONS DOCUMENTS A8 A RESULT THEREOF. sem- /s e 117 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDAW PLAN 320 -1 SHEET 4OF4 MANHOLE PIPE TO PIPE MAIN LINE IDDM mm 36" OWLARGER REV. REWSM DESCWWN DA1E ENIM aTY DALE Sly 0VW CONSTMXTION OF Tim •-REQINRED S NOT CO NCE WfTNN TWO TEARS OF THE DATE OF APPROVAL SHOWN /HEREON Allo CARRED FORTH AN A DALIGENT AMAMR, Th E CITY ENGMIEER MAY REGURE REVISIONS TO TIE PLANS TO BRNNG THEN NNTO /'CBC. AWG.IOUI COMFORMNCE WITH COAKVTMNS -AAV STANDARDS NEFFECT. ' EDGE OF OUTSIDE ONCRETE EDGES TO &E ROUNDED TO 75 mm 0.1 R 73 m 30) OC SARS ( h. p t- IOw•3) TIE BAR 1 R•1D OF SPUR C! tC 4-!Ow••1. E BARS A 975 mm (3'-31) LONE SEE NOTE 2 L J 4-15wM) N' 0 BM$ Ow•3) TIE BAR_ _ (39000Nm 75 mm 13.1 OC. 1.2 SEE NOTE 9 ( 3-1510104) J BARE 1.4 w (4'-O') (4'-Gvl LONG 75 MWA3'1 OC CON' T.ADO L. BARS Iso 0000 DETAIL -N- F 4 16h OC TO INSIDE EDGE (RIMS AND COVER NOT SHOWN OF MANHOLE. SEE NOTE !' PLAN (SEE "DTE 11 (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE STD. PLAN 630 610 = (241 = MANHOLE SHAFT 125 mm s SO mm PIPE PC W EVE. PER STD. (5•i PLAN 324 PIPE SEAT 21- 900 1- 900 mm (3'-Oy E BARE W M E BAR$ 06 TIE BARS 16 Ir 7 STEPS ( R TIE BAR iARs ( p 125 mm (Y1 F J BARS P 1 P ROUND EMS TES O 75 1 R r SPRING LITE �» ISwN) • 450 mm INLET IJ (I6•) OC BOTH 4mW.,�. ELEVATION GRADE POINTS. WAYS TO BE USED APPLIES AT SEE NOTE 4 MEN D2 IS 1500 mm THIS POINT TO 75 mm (609) OR OVER (3.18 SECTION B -B SECTION A -A TY N R. C. 11 DATE CONCRETE RINGS PER STD. STREET GRADE PLAN 324 125 mm a 23 mm (S•sl•) RING SEAT THIS w N SMI SOMIT TEP N `FAVED _ SEE TABLE �' STREETS VARIABLE Iso mw H BARS IF Iso mm (6 E SM$ b. 400 mm (140) FORIs•1 IM[-& OR N) PAVED STREETS.TIE BARS 650 mm (r-20) FOR UNPAVED STREETS J BARS AMERICAN PUBLIC VVORKS ASSOCIATION - SOUTHERN CALMFORNIA CHAPTER 4mW.,�. MANHOLE PIPE TO PIPE MAIN LINE ROUND ., °°°"In°"'�'� -'-�--' 320-1 EMS Z TO 75 mm USE VR H STANDARD 81020I11ICATION S FOR PUBLIC W01111%CONSTRUC710N (3.18 SECTION C -C RCE StOS EXP. 9-SO-05H`�� AARON T. SKEERS AMERICAN PUBLIC VVORKS ASSOCIATION - SOUTHERN CALMFORNIA CHAPTER 4mW.,�. MANHOLE PIPE TO PIPE MAIN LINE `* "AN ., °°°"In°"'�'� ID=900 mm 36" OR LARGER 320-1 M•• Z aHEET t OF 4 USE VR H STANDARD 81020I11ICATION S FOR PUBLIC W01111%CONSTRUC710N IF•;•: TTLT.�1F.'•�5'..T{irk IF->:'�T'TI•LL1 FAIT"TFT l�u�C�SIG r [�-1u•t'"'Z[ 1.5i1• � i=T'.tiCii>• L' ��•a(,Q)IF; TT'TiI�T►ZD>• r�;• �-r.-1(�;_�>,F��-Lir-�� C i•�i�'ZI;C�l�E�� 7;m i �'•�TTF' Glf`) i lr"'TILD>• M-i�T'7''.Tt1�i1 �_`P4L.Jr7�I�L•I.S'i4i�N^.• ��J ��ZIi�•I MLI? 4��T:: lT i �•T3i.i � �i ®E'i�IQiILII F;iTr[>h�� CIL�r".S�I �I E•I :•?T'.Ti1=�� AMERICAN PUBLIC VYORIGS ASSOCIATION - SOUTHERN CALIF(~ CHAPTER srnNa�w nu MANHOLE PIPE TO PIPE MAIN LINE 320 -1 ID=mm 36" OR LA#tGER'( Prepared Under The Supervision Of : COI T YLFFFONTANA, CALIFORNM S�PREPAREDAS OCIATEC DETAILS W Q Q. 750-A SOUTH ROCI,ESTER A VE/IIMJE ONTARIO CA 91751 PHOAF WAW) 017-9151 =�4 900 § r Prepared Under The Supervision Of : COI T YLFFFONTANA, CALIFORNM S�PREPAREDAS OCIATEC DETAILS W Q Q. 750-A SOUTH ROCI,ESTER A VE/IIMJE ONTARIO CA 91751 PHOAF WAW) 017-9151 DRAW BY: nM / ,M/Cy CITRUS, A VENUE 4� 7//,"7 SCALE:• AS SHOWN r4 I N V.� B>� rr/Ci3 DATE JULY 2005 Date Z CHECKED BY: �� A B Q DRAWNG NO 3710 8 9 RCE StOS EXP. 9-SO-05H`�� AARON T. SKEERS TY N R. C. 11 DATE J:\126-20131Stortn�Sd08.dwa. 787/2005 2:16:01 PM. Emk. Emie �