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Home My WebLink About2783-7F DI F - OPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE ROUNDED D BARS BE a I 1 TO 3' R 3 o0 r ' •3 TIE BAR R={D 4F SPUR - I .. +4 ,t c 4-6, 6. E BARS AT � 3'-3' LONG - - SEE NOTE 2 L J 4-+4 H BARS - D BARS +3 TIE BAR 3'-0` LONG - ' t 3` q C. , 1 SEE NOTE 9' a TAI eN" DETAIL f 3 a4 J BARS 4'-8^ (R INGSN N LONG 3" OC CONT. A.D COYER NOT SHOWN) F Dz f F 4 SfE NATE it TO INSIDE BARS B' OC - 1 E EDGE 0F AN E. E PL MANHOLE. SEE NOTE 2 (SHAFT NOT SHOWN! ¢' 0 - PIP - T VF E SEA LEVE M` fSEE NOTE 8 I MANHOLE FRAME e. W AND STREET COVER E T A C. V R P -R E BARS " ...� GRADE � STD- PLAN 630 - - WIIINI�' MANN A aTG SH FT P£R STD.5'x2' PIPE f0 E BARS Tl 3AR E 5GRA STEPS SEE NOTE 4 TIE BAR IL 3 BARS SECTION..B-B ROUND F F EDGES -. TO 3'R 'SPRING LINE _ CONCRETE RINGS .4018' OC FRLET STREET GRADE . BOTH WAY 5, PER STD. S. PLAN 329 APP IF AT. 5'x (' PING T L .S R G SEA TO BE USED WHEN Dx IS THIS POINT OMIT THIS H BARS 60. OR OVERSTEP IN PAYED SEE TABLE SECTION A -A T 5TR £E S YAR1a8Lf !=-- E BARS H BARS 4 •3 OR •4 i6"FOR PAYED 5 TIE BARS STREETS, 2'-2" J BARS -'ABLE OF VALUES FOR F FOR UNPAVED. ROUNb 0. - F r-0?, F STREETS EDGES 36` 6 U2`' ?EI* N 314' - TO 3^R' 39• T' 84' 12'1/2' - 42• -TI/2- 90' 13 i74 v.I 45"-7 3/4" 96` 44•. - 46 8' =12f I I/2 SECTION C -C 5i• 6 1/2' W8' -16• 54' 9• U4' 16 1/2' 57` s Ira• Ito• i7• 60` 9'+72• .126` 17'- TABLE OF VALUES FORM { E N0 II I v2` -Pdv0 5 R £T^UNPpvEO STFtEEi ll2' SECTION MAA. I MIN.: MAX. MIN, 10 314• 144" 98' A -A 2•-10 1/2' 72` 111 t -C i1' .81172" E6' iS F.7 I SEE NOTE t LATERAL/CONNECTOR PIPE CONC. PIPE, RCP OR CSP i t MAIN LINE RCP LMA• -IN. LINE RCP j 4 R� !f `+ 0.C40RTAR t T SEi STA. PT. I }B. BEDDING OF r+ _ INLET PIPE ( 451 qga BACKFILL WITH 5 _.�5...` SE 420-C-2000 CONCRETE OR CO MFACT SOIL TO i i ... RELAT•I YE DENSITY RE0U71 ER 8Y , �+ SPECIFICATIONS (jam -;_• LASE UNDISTURBED CART H-� E BEDDING. PER $PECW ICATIONa. PLAN CASE 1 SECTION D -B, f. FOR OUTLET SEE STO. - 1 CATCH BASIN PLANS O/ 9• CATCH BASIN FLOOR 00 30 11112 00 MIN ASHMENT, $ CONC. PIPE, RCP OR CSP BACKFILL •.�*, BEDDING CASE I CASE 2 SECTION C -C (SEE NOTES 9 B 10) "RIES TO SUIT 4' MIN.. CONDITIONS CLASS C MORTAR .. _ _."_ - .:r�S -STA. �•�P,;,, _-_ PLAN SECTION CASE "3 SADDLE CONNECTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN/ CALIFORNIA CHAPTER � W TE A/MA#9C JUNCTION STRUCTURE -PIKE TO PIPE 9TAIDAIO J0417 cooPe6Lm coMeer7� ID S 24" 332-0 0 U.IMM E7 11POCHM.'ATIOW FW FOtICeIUleL4 COMM DI F. l' s"w I OF 4 NOTES'. L WHEN DEPTH M.FROM TR A T THE -TOP OF THE XI STREET GRADE 0 E £ BO S LESS . THAN - '-10 Id ' FOR PAVED STREETS ETS OR ' UNPAVED TR 2 2 Q EDS E 3 -6" FOR. UN AVER 3 EETS I ' I 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 01 IS 48' OR LESS, CENTER Of SHAFT MAY PER NOTE M BE LOCATED E 0 E 2. i 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER Dt IS 48" OR LESS. IN WHICH CASE PLACE CE EBARS SYMMETRICALLY AROUND SHAFT AT 45* WITH CENTER LINE AND OMIT J BARS, 3. LAND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN c- N THE PROJECT RA IN . 0 £ EC D W G,. A, D2 -96' 0R LESS L 5`=6' P=5' D OVER P= ' S. z ER 96^, L=6 4. 8 L MAY BE INCREASEDORLOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN A80VEIS SPECIFIED, D BARS SHALL BE CONTINUED 6.00. 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 GRADELINES 5. REINFORCEMENT SHALL CONFORM T0 ASTM A 6I5, GRADE 40 AND SHALL - TERMINATE 1 1/2' CLEAR OF CONCRETE SURFA.CES 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, - iI 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 BLEH. 1. S 9, D BARS SHALL BE +4 FOR D2=39. OR LESS, •5 FOR 02=42' TO 84' INCLUSIVE AND a6 FOR 02=90* OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. IL STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO 15* OC, THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT. , 12, -RHE FOLLOWING CRITERIA SHALL BE USED FOR THIS.MANHOLE1. A. .MAIN LINE - 36" INSIDE DIAMETER OR LARaER.-EXCEPT IF MAIN LINE 1 RCP DOWNSTREAM OR MANHOLE IS 36' TO 42 INSIDE DIAMETER AND MAIN LINE RCP UPSTREAM IS 33':OR LESS STANDARD PLAN 321 SHALL BE USED. / AMERICAN PUBLIC WORKS ASSOCMITION=SOUTHERN CALIFOR INA CNAPT�t ' STAkVAIV PLAN .UNCTION STRUCTURE -PIPE TO PiPE 332-0 9Mff 2 OF 2 8. THE OUTSIDE DIAMETER OF .THE LATERA ST THAN R . O S DE D E L MU BE LESS 4 EQUAL TO 1/2 THE INSIDE DIAMETER OF THEMAIN l LINE. , E F THE UPSTREAM AN DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME THE GOVERNING INSIDE OFTHE MAIN LINE- . S E 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 T4 STANDARD PLAN 6 0- UNLESS .OTHERWISE SHOWN,' 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS 0T SHOWN. .. NERW S 1 £ 1.5. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCR IS SPECIFIED REFER TO STANDARD PLAN 326. 16- WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER -T-0 STANDARD PLAN 328. ec 17 WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS _ SPECI.FIED REFER T0 STANDARD PLAN 329. THE FOLLOWING OWING STANDARDPLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE S - HAFT WITHOUT REDUCER 36 -INCH 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC HAFT 3 WI T 329 PRESSURE MANHOLES 36 -INCH H THOU REDUCER 4 -INCH MANHOLE FRAME AND COVER _ 634 2 CO £ AN AN V &33 36 INCH MANHOLE FRAME A D COVER E 635 STEEL STEP 36 POLYPROPYLENE PLASTIC STEP ' AMERICAN PUBLIC WORKS ASSOCIATKHI-'SWTHIlRM CALIFORIAA OWTER _ mu"Iwo - MANHOLE 'PIPE TO PIPE 11 MAIN LiNE ID=36N OR LARGER 1 320-0 SNWT3 Ott �w PLAN 1 "= 40' erAMOAw nAN 342-0 !!11172 OF TRANSITION STRUCTURE RCB TO PIPE :. 3 -+4 J BARS. �w 4'-8• LONG, 310C CONTINUE , OPTIONAL FILLET PLAN 1 "= 40' NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 6. SHALL NOT EXCEED 5'4�', 2. REINFORCING STEEL BAR SIZES. SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS RCB TO RCP AND RCB TO ARC- THAT OF RCB SECTION. ARCH TO RCP - THHAT OF ARCH SECTION, ARCH TO ARCHV - 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= RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 4* IS GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THEARCHOR.RCB SECTION• TO THAT OF THE RCP WALL PLUS 4'. 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 SMOOTHAND'VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 5' FOR PIPE SIZES OF 96" OR LESS, AND 8' FOR PIPE SIZES OVER 96'. 6. ft = 4000 PSI AT 28 DAYS AND THE CONCRETE :SHALL BE THE SAME MIX AS.THE ADJACENT RCB.. - 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 BILLET STEEL CONFORMING TO ASTM A 615 AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. S. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCS OR ARCH SECTION MAY CARRIED THROUGH THE. TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION 8-8. - - 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS, li I AMERICAN PUBLIC WORKS ASSOCIATKIN - SOUTHERN CHIP MIA CHAPTER erAMOAw nAN 342-0 !!11172 OF TRANSITION STRUCTURE RCB TO PIPE :. 3 -+4 J BARS. 4 A4'-0^ OPTi ONAL` ROUND TO 3' R 4'-8• LONG, 310C CONTINUE , OPTIONAL FILLET OUTSIDE ADDITIONAL BARS ''F DI F. l' EDGE OF 6'OC TO INSIDE txlxr naw: _CONCRETE +C STATION 1 - € 6 PuR 4-4 8 L H AR'. �"'x ¢`Ar.lpr M+a 32 '00N cYw Yz P11•o4xy 6AiM1a DIo+ 2"vW M,arA :. M.m'e 3'- , LONG 0 A x Mix awe.rN enM Mt4 t•FA 4MnN Pa 3-D CARS 5 -OC . .DETAIL "N' CONTINUE 6 -OC P. IR INGS.ANO COYER SHOWN) NOT H WNI o- SEE: NOTE A -•6 E BARS I SEE NOTE 3 •4 5 4 0 4 q O• V 4 FURNISHED. BY OTHERS. THE'ENC#NEiER tAr1l l NOT BE,0) RESPONSIBLE FROA ANY ERRORS OR OMI8SIONS WNW hIM1n0 NO•' Ia,r 1 CONCRETE RINGS 18' 0 Q C TIE BARS 0w t 4 'STEP IN R=1D A i A $. 8 BARS F PAVED ' AV_ 1� OF SPUR ! TRAR - WITH A MAX. STREETS a a. ,C - e N P.: . .-. HAR9 •FURPAVH EDSTREETS' B6 1, 2'-2' FOFE--UNPA t DST 5VARiA6VE REELE ''TIE AP ARS ANBL TiE BARS (SHAFT NOT SHOWNI JBARS F F aRB 5STREE7GRADE - TIE i : -...:_. , 1 MANHOLEt M .. 'BETA!... _ T 3'R 0 t -w0` • ,. PUBLIC WORKS D E P A R ... .:-.tbr m PLAN 324 SECTION C -C a a D BARS': ..-.. P AN -- STEPS€ A ro SHAFT � ib 1 5-x2'. PIPE SEAT I` _J,i 1 uA .w. .O BANS. ••,� - k is - 4-0.' V -EDGES IT B $ 5. 0 4.4..4,. P F FI m 4�p>y uMFfararM aef iYr dA,IWy F 4•N vw' � 36 LE B BARS ELEVATION 1 36 STaT10N ` �1 •4018. OC BOTH - ELEVATION 1 b. v,Ew v WAYS. TO BE .. +4a?B' OC BOTH WAYS.' USED WHEN B LONGITUDINAL SECTION ' sans 1rd.rr.M. IS 60. OR MORE � Is 60` OR MORE Fer em.a a.. ac 7aP � aa•r..M ..� P»r 4 yaF.! ID TABLE OFF VALUES FOR T II- - TABLE'OF-VALUES FOR FI!2- -.,2a... AB E 0 BAR$ 5 Z 3 - 36` 6 I/2 78' n 3/4'. _16 3/4• _ 72- U• a' S 1/4' 78` I1 3/4• b _ p 3s` r e4_ 12 W2' %O` -2r- 5 11r @4•. 1 yr 90' t3 l!<- � +SP3' 42•-@4• :boa' - 42' .j 1/.' IS/a- 45' ,3/4" 96" -14' - '. 0' r 6' 33' IIA_ 96• 14` 36' s 6 -ft I. Maes- ... T»__ r^ . JIIa ro *.. M - & .. tur R Burl Pb• . + : b tin P1oMar-. a, I : , L orlw era FRONT fYwarW ._ :111" ..-� a-•4 .,. ..,, .' a w r '... x •>@ Mara• Yr 1Ma 2^Pfe• ar li"xt'xea DEBRIS RACK CAGE - - ......:r - .,.t ..,.... SECTION A-# .'CMF' RISER,'"• :. - ,.... - - -- _ ►P Po CSER. - , . , sun aF C"tmt 1e110eFMN4/0 tlN ' NQAme"IN m TYPES PIPE RiSER WITH DEBRIS RACK C"K ''' ....:TYPE A - .. ... NO SCALE -0SaC NOTES 1. THE HORIZONTAL ANGLE OF DIVERGENCE OR CONVERGENCE. 6. SHALL NOT EXCEED 5'4�', 2. REINFORCING STEEL BAR SIZES. SPACING, PATTERN AND COVER OVER THE STEEL SHALL BE AS FOLLOWS RCB TO RCP AND RCB TO ARC- THAT OF RCB SECTION. ARCH TO RCP - THHAT OF ARCH SECTION, ARCH TO ARCHV - 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= RCB TO RCP AND ARCH TO RCP - THAT OF ARCH OR RCB SECTION UNLESS THE WALL THICKNESS OF THE RCP PLUS 4* IS GREATER, IN WHICH CASE THE CONCRETE THICKNESS SHALL VARY UNIFORMLY FROM THAT OF THEARCHOR.RCB SECTION• TO THAT OF THE RCP WALL PLUS 4'. 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 SMOOTHAND'VARY UNIFORMLY BETWEEN THE TWO ADJOINING SECTIONS. 5. AT RCP JUNCTURE, EMBEDMENT P SHALL BE 5' FOR PIPE SIZES OF 96" OR LESS, AND 8' FOR PIPE SIZES OVER 96'. 6. ft = 4000 PSI AT 28 DAYS AND THE CONCRETE :SHALL BE THE SAME MIX AS.THE ADJACENT RCB.. - 7. ALL STEEL, EXCEPT LONGITUDINAL STEEL SHALL BE GRADE 60 BILLET STEEL CONFORMING TO ASTM A 615 AND SHALL TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. S. KEYED CONSTRUCTION JOINTS OF THE SAME DIMENSIONS AS THOSE OF THE RCS OR ARCH SECTION MAY CARRIED THROUGH THE. TRANSITION STRUCTURE AT THE CONTRACTOR'S OPTION. SEE SECTION 8-8. - - 9. THE TRANSITION STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STRUCTURAL NOTES APPLYING TO RCB OR ARCH STRUCTURES SHOWN ON THE PROJECT DRAWINGS, li I AMERICAN PUBLIC WORKS ASSOCIATKIN - SOUTHERN CHIP MIA CHAPTER erAMOAw nAN 342-0 !!11172 OF TRANSITION STRUCTURE RCB TO PIPE :. 3 -+4 J BARS. I PAYED STREET UNPAVED 1 L151j�_ 9 I/2• 132fib• 101/A 1338, 171/2'1 A• 144 9 1/ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER BTiiE 4PWA•AOC 3 -+4 J BARS. 4 A4'-0^ OPTi ONAL` ROUND TO 3' R 4'-8• LONG, 310C CONTINUE , OPTIONAL FILLET OUTSIDE ADDITIONAL BARS ''F DI F. l' EDGE OF 6'OC TO INSIDE EDGE OF MANHOLE 6 ' C . _CONCRETE +C STATION 1 - € 6 PuR 4-4 8 L H AR'. 5`x 2 ` E SEAT PIP - ANY STANDARD '� 3'- , LONG 0 PIPE JOINT i E JO 3-D CARS 5 -OC . .DETAIL "N' CONTINUE 6 -OC P. IR INGS.ANO COYER SHOWN) NOT H WNI o- SEE: NOTE A -•6 E BARS I SEE NOTE 3 •4 5 4 0 4 q O• V 4 FURNISHED. BY OTHERS. THE'ENC#NEiER tAr1l l NOT BE,0) RESPONSIBLE FROA ANY ERRORS OR OMI8SIONS WNW '3 OR .4 a m h ro �„ mt, OMIT YH9S CONCRETE RINGS 18' 0 Q C TIE BARS 0w t 4 'STEP IN R=1D STRE T RA p E GRADE ER S.T0.- A $. 8 BARS F PAVED ' AV_ 1� OF SPUR ! TRAR - WITH A MAX. STREETS P AN 324 5• x !• L RING SEAT N P.: . .-. HAR9 •FURPAVH EDSTREETS' B6 2'-2' FOFE--UNPA RCE 25126 DST 5VARiA6VE REELE ''TIE AP ARS ANBL TiE BARS (SHAFT NOT SHOWNI JBARS F aRB 5STREE7GRADE IS THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 1 TIE T ROUND EDGES MANHOLEt -�-+•MANN FRAM BARS OLE E _ T 3'R 0 SHAFT ' AND COYER PER,, PUBLIC WORKS D E P A R PER STD, STD. PLAN 630 PLAN 324 SECTION C -C a D BARS': ..-.. -- STEPS€ TIE BARSIT- F AR- B SECTION G- S C 10 G E SHAFT � A TIE BARS 1 5-x2'. PIPE SEAT I` i� u.AR -O B S .O BANS. ••,� 5•12" PIPE. SEATtI ROUND -EDGES IT B $ 5. 0 P F FI m 3 R NATION LE B BARS ELEVATION 1 STaT10N ` �1 •4018. OC BOTH - ELEVATION - 1` '- WAYS. TO BE +4a?B' OC BOTH WAYS.' USED WHEN B LONGITUDINAL SECTION ' TO BE USED WHEN 02 IS 60. OR MORE Is 60` OR MORE - SECTION N -M -P -O .. -. - TABLE OFF VALUES FOR T B T. B-: T 12• 4' 63' 1 15' 4 1/ - S6' 10 1/4• - TABLE'OF-VALUES FOR FI!2- -.,2a... AB E 0 BAR$ 5 Z 3 - 36` 6 I/2 78' n 3/4'. _16 3/4• _ 72- U• a' S 1/4' 78` I1 3/4• b _ ORF 3s` r e4_ 12 W2' %O` -2r- 5 11r @4•. 1 yr 90' t3 l!<- � +SP3' 42•-@4• :boa' _ •406' - n5P6• 42' .j 1/.' IS/a- 45' ,3/4" 96" -14' - 0' r 6' 33' IIA_ 96• 14` 36' s 9o•-i4a• .703• _ •5. 4e* 41 OV In 51' 8 1 2' i08-: -'Ib' 1/2' Ii2• Ice` 15 1/2. 39' '7' 10, I6• 42• 7112`. i!4' 161/2- 61/2•17'ABL .. TABLE OF VALU S 54• 9' 114' 16 17 - R M (SEE NOTE 2) sw 9 1/2'1/2' i26' I'/• 48^ 8'. ?26• 17' I PAYED STREET UNPAVED 1 L151j�_ 9 I/2• 132fib• 101/A 1338, 171/2'1 A• 144 9 1/ AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER BTiiE 4PWA•AOC MANHOLE'PiPE.TO.PIPE $TNDARD PLMI PROI.tfM,® Jw DOOPERAIIFE CoKoff o I"2 :.: - LARGE SIDE r INLET) ,'-.: 322-0 UWWRIRAMOMD6FECMAlWMFM-..WDMOQNiNMiCM - -SNEETI'OF3 NOTES 1. VALUES FOR A .B D ELEVATION . C. O . ELE p RAND "ELEVATION S ARE I 2 'SHOWNON THE PROJECT DRAWINGS ELEVATION S:APP LIES AT INSIDE i STRUCTURE. WALL 0F S £. 2. WHEN DEPTH M FROM STREET GRADE TO THE TOP OFTHE BOX l5 LESS THAN 2-10 I/.2 FOR PAVED STREETS OR ' 3 6` FOR UNPAVED - STREETS, , CONSTRUCT MONOLITHIC SHAFT PER SECTION C --C. AND DETAIL "N*. SHAFT FOR PTH OF MANHOLE A CONSTRUCTED PER 0 DE LE M Y BE CONS UC EO E SECTION C -C. WHEN DIAMETER IS 8^ R CENTER SHAFT MAY E D 4 0 LESS. CE TE OF S T Y 8E I LOCATED PER NOTE 3. 3. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER D( 15 4B OR LESS, WHICH CASE PLACE E BARS SYMMETRICALLY AROUNDINE. HAFT AT 45' WITH. ENTER S C LINE. 4. LENGTH OF MANHOLE MAY BE INCREASEDAT OPTION TO MEET PIPE ENDS, BUT ANY CHANGE. IN LOCATION OF SPUR MUST'BE APPROVEDsY THE ENGINEER. $. P HAL ' FOR =96" OR AN - FOR OV R 96- 6. L BE 5 0 D2 LESS 0 8 D2 E 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615 GRADE 40, AND SHALL TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN• - 7, FLOOR OF MANHOLE$HALL -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 THE TABULAR VALUES OF F SHOWN ON TABLE: 'SH. 1. 10- IF LATERALS ENTER ON BOTH SIDES OF MANHOLE, SHAFT SHALL BE LOCATED ON SIDE RECEIVING THE SMALLER LATERAL-, 11, STEPS $HAL:L CONFOR TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN; STEPS SHALL BE UNIFORMLY SPACED 14" TO 15' OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE,. A. THIS STANDARD PLAN IS USED WHEN STANDARD PLAN 320 IS INADEQUATE. MAIN LINE = 36* INSIDE DIAMETER 0 R.LARGER.. B, LATERAL = 12 TO 144' INSIDE DIAMETER> -HOWEVER.. THE INSIDE - -DIAMETER SHALL NOT EXCEED .THE INSIDE DIAMETER OF THE MAIN LINE. AMEWPA PUMX WORKS ASSOCaraN'- SOUTH CALWOMA cru "M KtANDMW PLAN MANHOLE PIPE TOPIPE (LARGE 8!�!E INLET) 322-0 OHM 2 OF I 1 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL C04F RM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLESHAFT - 36 -INCH WITHOUT REDUCER. SPECIFIED- REFER 7O 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 36 -INCH WITHOUT 15 SPECIFIED ,REFER TO STANDARD PLAN 329,. - THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN. w L 324 MANHOLE SHAFT - WITHECCENTRIC REDUCER 326 MANHOLEHAFT - 36 -INCH WITHOUT REDUCER $ DU 328 PRESSURE MANHOLE SHAFT WITH ECCENTRIC CCENTRIC 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. c_ C �1- C31 03 C/0 Lo U) fi O / U) D z Ln z / CIO 09 Cn CD I Q Z co C= CD Ln CD a co ry Iv 0 o Iv j Iv cn Lo co TM ' RECORD DRAWING' Co -: lNESE RECORD DRAYIIMM HAVE 13E N PRFPAfREDr No. 6;4 E �° PART,ON THEOF PIFOWA113H +lP&ED � � t ° FURNISHED. BY OTHERS. THE'ENC#NEiER tAr1l l NOT BE,0) RESPONSIBLE FROA ANY ERRORS OR OMI8SIONS WNW HAVE BEEN INGORPORTHE DOgi RA'tEp INTO MI$ AB RESULT THEREOF. - - � PHASE I APPROVAL STA. 12+ 80 UPSTREAM 00A Lo CITY ENGINEER RCE 25126 O BENCH MARK:�8=17 CALTRA_NS BRASS CAP IN CONCRETE S.C.E. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS MAP C I TYO F FO N TA N A CALIFORNIA, Z TOWER LEG, 343' N/0 HIGHLAND AVE., 0.21 MI_ W/0 SAN IS THE SOUTH LINE OF THE NORTHEAST QUARTER OF SECTION 26, TOWNSHIP 1 Of SEVAINE RD 2 65 MI W ALONG NORTH, RANGE 6 WEST SAN BERNARDINO PUBLIC WORKS D E P A R MERIDIAN, SHOWN AS N 893736 W ON ENT gyp HIGHLAND AVE., FROM SIERRA AVE. A MAP FILED IN BOOK 88 PAGES 26 Q vo1428.6090 THROUGH 42, INCLUSIVE, OF SURVEY a ELEVATION:__RECORDS OF SAN BERNARDINO COUNTY. DRAWN BY: SCALE: PREPARED IN THE OFFICE OF a4�clfEss,o, ... SAN SEVAI N E ROAD T_ MADOLE AND ASSOCIATES, INC. ��, �LTO,,f l DESIGNED: 1 =40 U OF THE INLAND EMPIRE C*- STORM DRAIN IMPROVEMENT PLANS _ lql 10601 CHURCH STREET STE. 107 No. 1481'+rn CHECKED: LATERAL PROFILES DATE:9�28�99 I - RANCHO CUCAMONGA, CA 91730 Exp. - PHONE909 948-1311 ( ) Jl CI V1\- JOB NO. DWG. NO. SHEET N0. Z B- 99 � OF r.��t� � 126-964 APPROVED4- .'� � �/yy �7 � 7 �F nn/IC"I/-1A 1[" ENGR'S. nnT� ._CITY .J. FIATr