Loading...
HomeMy WebLinkAbout2724-4� oP�Tlo� oCoT� EDGES TO BE ROUNDED TO //- D BARSoil I 75 01111 (3•) R 75 wrn (30) OC . A r IOW*3) TIE BAR �r R•ID OF SPa C L tC 4-20M(96). E BARS,A t _ 9TS mm l3'-30) LONG.- L. SEE NOTE Z 4-�3M1M1 N D BAR$ �OW03) TIE BAR 15AR3 A0011Q 75 mm (30) oc. 3" NOTE 9 I 3-IW640 J SAAB 1.4 m (4'-01 (4'-8") LONG 75 wam(3•) OC CON'T.ADWL. BARS 154 M. DETAIL 'N' F 4 F (61 OC TO INSIDE EDGE 1R111SS ANO COYER NOT >M OF M ANNOLL sig Nau s PIAN (SEE NOTE I) (!HAFT NOT SHOW* MANHOLE FRAME STIlRT AND COVER PER GRADE STD. PLAN 630 00 ma (t4`) MANHOLE SHAFT 125 nwo Y SO 06 _ PIPE SEAT LEVEL. PER STD. (3•x2•) SEE NOTE 8 PLAN 324 PIPE SEAT a E BAR= v. E BARS -. TIE BAR$ STEPS' 1 I (?13v") R I TtE BAR 4L BARS o 125 nrni5') F J BAR! P n� 700 I P ROUND EDGE:r-4•�,ir-4'1 TO 78 nm (34 R SPRING LIIM ----� 15094) O 450 mi ~ INLET � GRADE POINTS. ZT (180) OC BOTH ELEVATION WAYS T8 BE USED APPLIES AT SEE NOTE 4 WHEN � �. Is 1Soo - THIS POINT ("n SECTION Bib SECTION A -A CONCRETE RIMS STREET GRADE PER STD. 123 ire x 2S m (5•xP) PLAN 324 RING SEAT OMIT THIS ho N BARS STEP IN _ SU TABLE PAVEDQQ STREETS 7�- VARIABLE rs -iso som H BARS �- 150 Wmt E BARS 40'0 nm (160) FOR F 10 BAR( �! PAVED STREETS.TIE 650 mm (2'-20) FOR UNPAVED STREETS J BARS ROUND r --T- -. EDGES TO 73 awl SECTION C -C AMERICAN PUBLIC WORIGS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER °Wf. MANHOLE PIPE TO PIPE MAIN MEWX ` ° low i D=900 i 36" OR LARGER 1 320-1 "11111 SHEET 1 OF T SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PU91JC WORKS CONSTRUCTION AMERICAN PUBLIC WORKS ASSOCIATIOR - 30titHERp CAL : CNAFM STAN^o PLw 320-1 SHEET 2OF 4 MANHOLE PIPE TO PIPS:. WIN L" ID=900 mm �r OR- LARGER MANHOLE PIPE TO PIPE MAlNLiNEY, REF: A.P. W. A. STD. DWG. N0. 320-1 t r r4r+�. �c.w ..ai•� SPANS 1.2 A _ THRU 2A . (It_ TYPICAL SECTIM - SANS 3.0 m THRU 4.3 ON SPANS 3.0m THRU 4 ;N11SiA1*s OVA %o W 16 V 1Mn 1 NO SCALE ALL 11"Mmloks AM[ NI Dog 0 osr �w MANHOLE PIPE TO PIPE MAIN LINE I13=900 mm 36" OR LARGER �`"MTRIC �gT�"`"RCB T- �- I SHEET 1 OF T USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION am E PC mew ITr -�.._ .o 97 Wu 931'6 I}- Imo- t� �I• EM E�� A w a� W W-11110mm ". W-701 inmS _! P 0 � STA. 4L tA Rnt A� • NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/21 FOR PAVED STREETS OR 1060 mm (3'-60) FOR U01 - PAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N0. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI 13 1200 nn (4190) 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 mm (48") 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 mm (96') OR LESS. L=i.7 m t5'-6•). P=130 mm (50) B. Ds OVER 2400 mm (96•), L=1.8 m (6'-00). P=210 mm (8") L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE 16 SPECIFI€D. D BARS SHALL BE CONTINUED 150 mm (60) 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 SMALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 613. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUN - FACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. T. 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. S. 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 SM. 2. 9. D BARS SHALL BE 15M(04) FOR D2=975 mI»(390) OR LESS. 15W#5) FOR Ds =1050 mm (421 TO 2100 IMI ($411) INCLUSIVE AND 20M(#6) FOR Da■ 2250 mm (901 OR OVER. 10. CENTER LINE Of INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. N. STEPS SHALL CONFORM TO STANDARD PLAN 633 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 :!NII (IS`) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE IWVERT. t2. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE = 900 mm (36') INSIDE DIAMETER OR LARGER. EXCEPT W TME MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (360) TO 1050 mm (420) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (331 OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER SrM METRIC 320-1 SHEET 3cW4 MANHOLE PIPE TO PIPE MAIN LINE I13=900 mm 36" OR LARGER B PIAN . ANON MAY HAM A Noi1 NSI ME SHAPED, CIRCULAR. ELLIPTICAL OR SIMILAR 0938 =TION. STA. !J STEEL PATTERN SHOVM IS PICTORIAL OWY. $EE NOTn 7 : AIN T r(RCP OR 1 SECTION B& TIONAL CONSTRUCTION NT: Co%B R JOINT Off' R('6 OR RJMNT TO am USE CONST. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER =.yam TRANSITION STRUCTURE �`"MTRIC �gT�"`"RCB TO PIPE 342-1 1 9x2 REV. iM SHEET 1 OF T USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION J G,`f��' <! co c �y m rri °C NO. C42723 m * EXP 3131 J�9�F t; tvll OF C p_\F O - CAST IN PLACE R.CA CULVERT, ' - Q� ��E 1< sN q! All DATE / REF: CALTRANS STD. DWG. NO. D80 Dp WNM HAVE MEN VREPAR D INA a s CATION r�ED 8T OTPIA THE E�.�MEER R" 03 = MMM OF TINE NVOR9X"I A* � J-MN07 KIM 111111FLEROMMO 1104 IMIAGARE11" OF C�� NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE, 8, SHALL NOT EXCEED 5' 45`. 2. REINFORCING STEEL BAR SIZES, SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS: RCS TO RCP AND RCB TO ARCH - THAT OF RCB SECTION. ARCH TO RCP - THAT OF ARCH SECTION. ARCH TO ARCH - THAT OF ARCH SECTION HAVING THE THICKER WALLS. THE BAR .LENGTHS SHALL VARY UNIFORMLY THROUGHOUT THE TRANSITION. 3. THE CONCRETE THICKNESS SHALL BE AS FOLLOWS, RCS TO RCP AND ARCH TO RCP - THAT OF ARCH OR RC0 SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 100m h (40) GREATER. IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THE ARCH OR RCS SECTION TO THAT Of 7µE RCP WAIL PLUS 100mai (40). RCB TO ARCH AND ARCH TO ARCH - THAT OF THE ADJOINING RCB OR ARCH SECTION AT EACH END OF THE TRANSITION AND SHALL VARY UNIFORMLY BETWEEN THE TWO ENDS. 4. THE INTERIOR SURFACE SHALL BE SMOOTH AND VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. S. AT RCP JUNCTURE, EMBEDMENT P SMALL BE 134mm (S') FOR PIPE SIZE OF 2400mm (96") OR LESS, AND 200mm (8") FOR PIPE SIZES OVER 2400mm (961. 6. f' = 28 MPa (4000 PSI) AT 28 DAYS AND THE CONCRETE SHALL BE THE SAME MIX AS THE ADJACENT RCB. 7. ALL STEEL. EXCEPT LONGITUDINAL STEEL SMALL BE GRADE 400(60) BILLET STEEL CONFORMING TO ASTM A 615 M (A 615) AND SHALL TERMINATE 40mm (1 1/2") CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. 8. KEYED CONSTRUCTION JOINTS OF THE SAID DIMENSIONS AS THOSE OF THE RCB OR ARCH SECTION MAY BE CARRIED THROUGH THE TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE, SECTION s -B. 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RC® OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS. 10. 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, IF ENGLISH UNITS ARE USED. ALL VALUES USED- FOR CONSTRUCTIOii SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATK)N - SOUTHERN CALIFORM CHAPTER STANDAR D PLAN TRANSITION STRUCTURE �" 1 . 342 _ RCB TO PIPE SHEET 2 OF 2 TRANSITION STRUCTURE., REF: A. P. W. A. STD. DWG. N0. 342-1 Y n S. TME OUT131DE IMAMETER Of THE LATERAL MItST K LESS TRM OA EQUAL TO 1/2 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 OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mo (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 m (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 320. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 nwI (36") WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 16. 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 AiiE USED. ALL VALUES U30 FOR CONSTRUCTION SMALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS -ARE INCORPORATED HEREIN 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDNCIM 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (360) WITHOUT REDUCER 630 610 mm (241 MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC V:JRKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PUN MET=320 -1 SHEET 4OF4 MANHOLE PIPE TO PIPE MAIN LINE ID=900 mm `36" OR LARGER on"MIA - FRONT VI9W c E� mm` D 4 r 1lo�r saiw d .00 LIFT DETAIL NoTm L ooh SHALL K CLntt«ic REI�I�oRcws STEED Ii�t.L KCEN I w >iuLK1IEA� WITH HORIZONTAL Mils TOomm aura= mm W BULKHEAD. z,+ERE ooNCI m nuum" is um v m I" t o `� .BARS SMI KDETEIMtIFA BY TIM NEWT a► THE itC.ai. OLIFTS SHALL BE WO VEX STEEL CAMI ' W I I H MW MIN. DIAMETER (d) AS"A" BARS. WEAVE CABLE THROUGH r HORIZONTAL A BARS. COAT EXPOSED -PORTION OF •-CABLE UTT3 WITH AN APPROVED 811 UNINOUS PAily': PRIOR TO BACKFILLING TRENCH. - • .. -- .......194,• i . -. 4 ` IL . w .. "Ertsio"s t1V01111OWAW PLO" i1MiTMt resew 1A7. Imam lwT10N w: A COMMIL =; SONs+�sMoSee' I . •EF. KSCOt"I MTV c"Wom R. " : 1s •• �T� 'f � ` r ~ CONCRETE ROM El• tl• ��1 REF: R.C.F.C. & F.C.D: STD. ®©iILrx trIl" m"Emm" M816� am E m,W01mumixy-W910� 97 Wu 931'6 M"oprl"m =',* om m -T -!"S WK711111113-3117-11 �I• EM E�� • W. W W-11110mm ". W-701 inmS "I WIN Fag" mm` D 4 r 1lo�r saiw d .00 LIFT DETAIL NoTm L ooh SHALL K CLntt«ic REI�I�oRcws STEED Ii�t.L KCEN I w >iuLK1IEA� WITH HORIZONTAL Mils TOomm aura= mm W BULKHEAD. z,+ERE ooNCI m nuum" is um v m I" t o `� .BARS SMI KDETEIMtIFA BY TIM NEWT a► THE itC.ai. OLIFTS SHALL BE WO VEX STEEL CAMI ' W I I H MW MIN. DIAMETER (d) AS"A" BARS. WEAVE CABLE THROUGH r HORIZONTAL A BARS. COAT EXPOSED -PORTION OF •-CABLE UTT3 WITH AN APPROVED 811 UNINOUS PAily': PRIOR TO BACKFILLING TRENCH. - • .. -- .......194,• i . -. 4 ` IL . w .. "Ertsio"s t1V01111OWAW PLO" i1MiTMt resew 1A7. Imam lwT10N w: A COMMIL =; SONs+�sMoSee' I . •EF. KSCOt"I MTV c"Wom R. " : 1s •• �T� 'f � ` r ~ CONCRETE @ULKHEADr, REF: R.C.F.C. & F.C.D: STD. DWG. N0. M816� 1 4 OF 6 07 -02 -?8 08:01:31 r-- X e, .-ve•n\ e, .-Tnnn. v -i