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Home My WebLink About2934A-4STREET AND' COVER PE I R GRAOE. $TO, PLAN 630 6 10 mm 1241 MANHOLE SHAFT 12 5 mm x 5 0 Cal FERSTV� -PIPE SEAT LEYEL� PLAN 324---- f SEEL NOTE'# PIPE SEAT E BARS E BARS -�TIE BAR y s TIE OAR .... .. A;�t- J BARS ROUND EDGES TO 75 mm (3*) R 0NE f*wtrf1 ok ITIM -INLET oq-) OCI BOTH F OPTIONAL OU7'51LOE GRADE.POINTS, I- EDGE$ TO Ot ED", OF CONCRETE 9 ROUNDEDL TO THIS POINT 0 BARS 75 Mn 75 mm 0') OC1______, �2EMOLN A�A 164(*3) TIE B,A R- 10 OF SPUR Ct tC' PER STD -4 $7$ MM LONG, _j X SEE� NOTE 4-t5W441 F D, BAR$ -1, OIU(# !14 TIE BAR A _____J BARS 900 a LONG 73 tn. MI 01' STEP. il!�D� 75'mtr SEE NOTE S--: N -15W041 4 BARS 1.4 Im (4! -O�) TABLE - 1 '?13 OC I LONG '----VARIABLE wT4AwL. BARS (50 mm DETAIL '*Nw 1. 0C To INSIDEL EDGE OF MANHOLE SEE k0TE 2 MINOS AND.COVER 140T SHO*WJ PLAN (SEP NOTE.11 (SHAFT NOT SHOWN) VANHO(,t FRAME SAW STREET AND' COVER PE I R GRAOE. $TO, PLAN 630 6 10 mm 1241 MANHOLE SHAFT 12 5 mm x 5 0 Cal FERSTV� -PIPE SEAT LEYEL� PLAN 324---- f SEEL NOTE'# PIPE SEAT E BARS E BARS -�TIE BAR y s TIE OAR .... .. A;�t- J BARS ROUND EDGES TO 75 mm (3*) R 0NE f*wtrf1 ok ITIM -INLET oq-) OCI BOTH --;-71- 71 ELEVATION GRADE.POINTS, WAYS TO BE USED APPL,JESL AT SEE N.TE 4 WHEN D2 is MOO I Mm THIS POINT MANH10L PIP To PIPEVAIN LINE r " n 11�!yjORLARGER � SECT(ON B,,1,B �2EMOLN A�A lc0NcRF_TF PER STD , ---S�TREET ORADE PLAN X 25 MM (5*xt.) RING SEAT OMIT THIS IN BARS STEP. il!�D� 75'mtr 7_T TABLE STREETS '----VARIABLE �z Lu c, fj BARS- --t f!50 flM (6 A.. SAW 4.00 mm Qfi'), FOR, J 01 sm, OR #41 P AVED STREM _F: TIE BARS -21) FOR _T UNPAWED $,TREE , S 4 BARS EDGE$ TO 75 "n t3311IR SECTION C. -C Mq AMERICAN PUBLIC WORKS . ASSOCIATION �, SOUTHERN . CALIFORNIA CHAPTER "muLaxrry aLy Tsie , PUWJI�, WDIR" M ANHOLE, PIPE TO PIPE. MAIN LINE STAOMR0 PtAN METRIC 4$14INCIA AM; -1C_ ID=900 Mm OR LARGER 320 - 1 .(36") gw. 19" f -U$E MTH 3TANI*R0 SPECIACATION � � i �Ii J �� i�i SHrFET L I OFA TABLEL Of y4a:UE$ �QR L F 52L �!_Oomm (w) A-5- � �w in�-) '375 , ftM_ q_MM_(Z*j__ L 1050, ftur 142*) L _190 mm (7 [/21 112; Irim ( 5*) 195 MmA7 3/41 jg0O mn (48L'I 2,35 _nIfn IBM) 1230 mm 21, _nJ9 1/4' 15,00 mm, MOO 4 :rffihm (9 1 -i �i;;; �zff_f 15'75L MM(63) 255 fit) 4 I 275 mm 10 3/4 1. mim (itl -"" _os.) 30 if L 'L 20 M1_"02J=_ _2100- 4 g7O2_,MM (108r) 405 ?"M 111.416,1*" LL 2$50 mm (1#41) 4ZO mr (146 1/21) 30 mm It 041,,430 mw OV� 3150 1 Z 1 4 5 � mit 11? /2-) If 450 �%'M 38� 1)1445 mm (17 LE 01"VKC�FE-SFOR 01SEE-00TE 1) PAVE D STR T A X -4---MAX- t Mi W k�A , )!.)', . , 1-t 20. MM 11 2t7 6 t/rT ��FO_n;W� ( j-1) 1 390. NOTES 1, WHEN D�f PT`H M FR OM STREET GRADE TO THE TOP OF THE BOX IS LF -SS THAN �8 I f)? MM, (2�', �10 1/29 FOR PAVED STREET S LOR 106 OL I= FOR UN -L PAVED STREETS. OE CONSTRUCT MONOLITHIC S.HAFT PER SECTION C -C ANO TAIL IN'., SHAFT FOR ANY DEPTH OF t4ANLHOLE MAY BE CONSTRUCTED PER $ECTI.00 C-Cj WHEN "MtTE tR D, IS f2OO mm (418 OR LELSSI CENTER OF 3HAFT-MAY BE LOCATED.PER NOTE 2, EN OF MANHOLE. SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN btAMIETER bj� JLLSL . (40 . OR LE5!5,L IN WHtCH CASE AR PLACE E SYMMETRICALLY OUND HAFT AT 45`9' W1 AND . OMIT J BAR$, S TH CENTER LIN 3� L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE.PROJECT DRAWtNGS:L A. 0�=2,40O LMM .(9,6*1 OR LES$. Lal -7 M, (5* -6'). P=J30 41 M 5 S. L D2 OVER 2400 mm (96'), L=LI 'a M (6'�d"':P=210 TnM t 1 L MAY BE INCREASED OR LOCATIOWOF MANHOLE. SHIFTED TO MEET P IPE ENDS. WHEN L GREATER THAN THAT SHOWN A8.0. VE 15 SPECIFIED, D BARS RE CONTINUED 15 0 mm (61 0 C. 4. STATJON,5. Or MANHOLES -SHOWN OW.PROJECT DRAWINGS APPLY AT CENTER I NEL OF ELEVATIONS ARE SHOWN REFER TO THE PR t AT CENTER LINE OF SHAFT AND OLON.GED G.RADE LINES, 5.. REINFORCEMENT SHALL CONFORM TO ASTM A 6j5M. GRADE 300 (L ASTM A 61-5,, GRACE 40).. AND SHALL TERMINATE .40 mm (I IL/2') CLEAR OF CONCRETE $URL�_ FACES, UNLES5 OTHERWISE SHOWNI 6.. FLOOR OF MANHOLE SHALL BE STEEL TR.OWELi:D 'TO SPRING L I NE. BODY OF MANHOLE SHALL BE POURED 114 ONE CONTINUOUS OPERATION EXCLEPT.-THATAL CONS TRUCT I ON JO WITH A LONGITUDINAL KEYWAY MAY BEL PLACED AT SPR 1 NG LINE, 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT.BE LESS THAN THLE: TABULAR VALUES FOR, F sHawt,L oN TABLE: SH_ 2. 9, D BARS SHALL BE 15M(0,4) FOR 02z975 rim.09"') OR LESS, t5M(#51 FOR DZ ;;1 050 TO , f84*) INCLUSIVE AND 20M(*6,1, F D2=2250 mm, (90-) OR OVER, 10. CENTER L LINE iQF INLET P I JOE -E Qf� C HALL INTERSECT INSt FAC ow SPRiNG-LJN;_,* UNLESS OTHERWIS I-' SHOWN. STEPS SHALL TOL STA NGARD PLAN, 635 OR 636 UNLESS OTHERWISE SHOWN., STEPS SHALL BE UNIFORMLY SPACED 350 M -M (14') TO 375��fnm, (i5l) OC� THE LOWEST STEP 5H I ALL NOTBE MORE T AN 6 0 0 mm (24.'� ABOVE THE INVERT� IZ, THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE, Aw MAIN LINE = 'goo I.MML (36�) !NSIDE DtAMC,TI7fR OR LARGER, EXCEPT Jr- THE WtN LINE RCP DOWNSTREAM OF MANHOLE 13 900 mrn (36l') T!D INSIDE DIAMETER AND THE MAIN.LINE RCP UPSTREAM IS 82,!5 Mr" f"*) ORL LESS STANDARD PLAN 321 SHALL BE USED - B.. THE OUTSIDE DIAMETER OF THE LATERAL MOST BE LESS THAN OR c_-QUAL� TO 1/2 THE INSIDE DIAMETER OF TH E MAIN LINE.. IF TH, E .UPSTREAM AND DOWNSTRE AM DIAMETERS OF THE MANHOLE ARE NOT THE. SAME. 1HE GOVEERNma ii4siDE DIAMETER, OF THE.MAIN LINE SHALL BE. CONSIDERED TO 8E THAT WH I ER I E. I THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THF INSIDE DIAMETER OF' THE LATERAL TO THE MANHOLE BE. GREATER THAN 750 nun IS, MANHOLEFRAME AND COVER SHALL,CONFORM TO STA140ARD PLAN 630: UNLESS OTHERWISE SHOWN, 44� MANHOLE.5HAFT SHALL CONFORM,. TO STANDARD PLAN 324 UNLES$ OTHERWISE &Howk 15- WHERE A MANHOLE SHAFT - 900 min (3.61) WIT14OUT REDUCER IS SPECIFIED REFER, TO S . TANDARD PLAN �326. 1 15. WHERE A PRESSURE MANHOLE SHAFT WITH ECCENTRIC REDUCER [S SPECIFIED REFER TO STANDARD PLAN 128. 17, WH�ERE A. PRESSURE MANHOLE SHAFT - 9[4 mm (361 WITHOUT:REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 16! DIMENS.iONS SHOWN ON I TH.I$ . PLA 11 N FOR METRIC: AND E . NGLISH I UNI I TS I ARE NOT EX,kCT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED .OR CONSTRUCTION 5HALL.BE METRIC VALUES, EXCEPT REINFORCING, BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTE& FOR METRIC aAR SIZES. IF ENGLI 5-41UNITS. �ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLtS.14 UNITS - THE FOLLOWING STANDARD PLANS ARE INCORPORATED HLREIW 324 MANHOLE SHAFT - WITH E=ENTRIC REDUCER 326 MANHOLE _5HAFT - 900 Mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE S14AFT - WITH ECCENTRIC - 329 PRESSURE MANHOLE SHAFT 9J4 rnm (36*) WITHOUT AEDUCER 630 610 filim (241. MANHOLE FRAME AND COVER 633 '914 mr, L-36*) MANHOLE FRAME AND COVER 6315 STEEL- STEP 636 POLYPROPYLENE PLAS TIC: STEP R 7 5 �_d �/I N, A NOTE 11. THE FOL -it LOW..NG CRITERIA SHALL, BE. USED FOR TH(S:.MANH0LE- I� WHEN IDEPT M FROM, :STREET GR ADE TO THE 7 09 OF THE: BOX I S LESS A. MAIN LINE 825 rom (33*1 INSIDE DIAMETER PR..� LESS. (EX�EPTION 4�F SPUP 1 x� n THAN 9B 7 rom (21-10 1/?') FOR. PAVED. STREETS 1,06 _6,0 FOR H .............. OR 0 n ivf U W THE MAIN LINE RCP DOWNSTREAM OF T E MANHOLE IS 90,0. MINI. UNPAVE T �ETS. CONSTRUCT SH -C TO 1050 mrn (42w) INSIDE DIAMETER AND: THE MAIN LINE RCP UPSTREAM 13 .,AFT PER SECTION, 0 , AND DETAIL �'N*. DEPTH M MAY BE REDUCED TOI ANASS xOLUTE IMI T -OF V mm k 6 825 mrn (3311, 0 LESS.) STANDARD PLAN 3 50 WHEN R 20 OR STANDARD PLAN 3P_ IS -4 L-2- VALUEs or M WOOL[) REDUCE H IN SECTION rl-C:, T01060 mrn (.5, - 6 NOT A.PPL_jCAE1L_E: W k Ir 4 RIE THE MAIN LINE CONDUIT IS LESS TRAN goo OR. LESSI. 14 01 AMILTER� fcl 4 �'N P' A N rn, 2- H.10N:SE�CT ON A -A AND B-8 L -Ess r 4N �21 ) 31444t- N07 BE H I '.1CP Nut 0. SEE SECTION A L i"J. A. THEMAXIMUM S.IZE�,LATERAL THAT MAY ------- BUT MAY 6.$E NCRFASED PROViCEI) BE ce THAT THE. -VA; UE. NHOLE is. ACH THAT THE. SL DISTANCE FROMTHF_ BE LESS 74AN THE MINIMUM S ECfFfED AND THAT THE REDUCER SHALL OUTSIDE, (TOP) OF THE 00F M 5MALL NVI CONNECTEDTO THIS MA P LATERAL 'TO THE BOT I DIM OF THE 200 BE USED -w FOR :H (IN SECTION C -C) SEE NOTE. 1. THICK TOP OF THE IV, ANHOLE CHAMBER MICASUR5b VERTICALLY rf?OM 'Pt SHALL DUE `R�4 THE END. OF THE W, BE A MI N#A , I � _ W -_2 UM OF 150 t6 AAN 'ME clv M -M L SHALL BE, --0*, UNLESS CIT ERWISE SHOWN� L MAY 8 E I N - alj,�, i -q-4 �7,1 5 Tb, - CREASED OR LOCATION OF TO MEET PIPE ENDS 9 Lj T ANY C. IF THE,SI ZL� OF T 5,3 q -ki 1,- ?7 M1 J!� r 11 1 . . I I HE LATERAL IS SUCH THATTHE ABOVE-SPECIFIED '45"o ��rfi MANHOLE SHIFTED T S T;r F A� pr ICHANGE11 I N� LOCATION OF THE S P! -E APPR MINIMUM DIST OVED BY THE� ENGINI� T R E F N UR MUIS T 9. ANCES CANNOT BE MAINTAINED, THEN ONE:. F THE T ONS MUST aE UsEQ, 4 S' H A L. L BE 200 mm, (611) VALUES.CIF H U P, To A I LUDIN .4 V, T FOLLOWING ALTERNATE SCLU I FOR: VALUES OF H OVER i8l �00'). AND, Z50, (16 _4 m (8� PROVIDE A SPECIAL STRUCTURE - "A I 'wVY" UV- 0') ANHOLEs sHcwN ON PROJECT G(RAWiNGS APPLY AT :2 PROVIDE TWO S�iANQARD STRUCTURES, CON NC H 5 'k 0-1 : r - 5, STATIONS OF M Ts Flz)f T .ENTE LINE OF sHAF ., ELEVATIONS ARE Q R T S, H ri WN At CENTER LINE OF �4 ia �j. I.. . � I MANHOLE PL.4CED UPSTREAMORDOWNST. EAM FROM THE: APPLtCAKE: S 4 AFT AND REFER TO THE.PROL NVERT GRADE LJNES� SEE NOTE 3- JUNCTION STRUIC ONGED. I TUREOR TRANSITION STRUCTUR qN.n.-K �5�,, s E A:.r C7 0, REINFORCEW-NT SHALL CONFORM TO 'AS, T M A Elf!5M GRADE: 3001ASTIM A. 12, MA14HOLE FRAME AND:COVER SHALL CONFORM 1-0 STAN L TERMINATE 40 rnrn i CLEAR OF coNcRETE SuR,- UNLESS OTHERWISE :SHOWN. DARD �PLAN .630 ALE 40 XJ G R AND SHAI 9, U ------ FACES UNLESS OTHERWISE SHOwN, I 13, mANHOLE GH4FT S�HAI_4. CONFORM To STA14 DARD PLAN 324 UNLLSS j ti LE T EL �,ON' T FI O�OR OF' MANHOLE SHALL 9PE �STEE�� TROW Q LVA I , ^, I . W& T I ELED TO s1PR I Nc. L, I NL,, OTHERWISE iSHO Q 1.4 C - ----- BODY OF MANHOLE 5 HALL BE PO1URF:D IN ONE i�ONTj NuOu S CIPER4T,�ON rx 14. WHERE A� MANHOLE SHAFT - 90.0 Mir (3 CEPT 'THAT A CONSTRUCTION JO.�NT W 61 WITHOUT REDUCER JS T I MAY BE PI ACED AT.SP�Rl NG LINE. I TN 'A LON61:TUaINAL KEYWAY, SPECIFiED REFER TO STANDARD PLA14 336. IE C, Nl A 7�;4 15, WHEIRE A PRESSURE MANHOLE� SHAFT WITH EtCENTRIO REDU ER 1, I H I C;K OF 'Er "HALL VARY WHEN NECESSARY CIFiEb, R� E NE$$ IHE D _K , _ATBUT SHALL NOT ID P R 0 V.1 Dr, F R TO STA b.Akb PLAN 326. r N num 15') �A LEV L E3E LES� TH 7 16, WHERE A PRE$SURE MANHOLE qHAFT - 914 mm k38') WIT14OUT REDUCER. _s '�p, IRM. TUSTANDARD PLAN 63-5 OR 636; UNL-�'SS QTHIERWi�$ SPECIF�ED. REFERJO $TA DAR A ej, STEPS SHALL CONFO E: N D PL N SHOWN, STEPS SHALL BE UNIFORML, 50 nirr I Y SPACED S 04") TO 'I C. THE LowEs STEP SHALL, MOT BE �MORE THAN A500 (24") ABOVE THE EDGE 17, DIW.NSIONS SHOWN ON THiS PLAN FOR METRIC A 7�1 VNITS ARE At T ND ENGL.05H SIDE OF THL MANHOLE, R NOT EXACT EQUAL VALUES, IF METRIC VALVES RE USED, ALL ;�_s A VALUL5 CONSTRUCTION. SHALL -SE. METRIC: VALUES, EXCEPT REINFORCINi� BAR, SiZE5.114 ENGLISH UNITS MAY BE SUBSTITUTED FOR: MET h, T, RIC BAR SlZrFS� IF ENGLISH UNITS ARE USED. ALL. VALUES USE -D FOR tONSTRUCTi.ON SHALL BE L-'?, (b �8" ENGLISH UNITS. .......... I THE FOLLOWING STANDARD P ARE INCORPORATED H REf LANS, i E N, :3Z4 MANHOLE, SHAFT 1- WITH ECICtN fIR IC REDUCER C1F:UQ.I`4AI,_ 326 MANHOLE SHAFT - 9100 mirn 1:36-1 WITHOUT RE;P))CZR 328 'PRESSURE MANHOLE SHAFT -WiTH US P.Rr_3_�URE MANHOLE SHAF T IJ H ECCENTRIC L LAf T' 4LUE,5 FQR, 1,11 P�11L_ _N�19� (36'1 WITHOUT REDUCER 63D 610 mrh (24-) MANHOLE FRA AND COVER ME MAX%, .6 33 910, MITI (36') MANHOLE FRAME AND COVER htL 1, �JIN Q. 1 '635 STEEL TEP C� IJ H 636 POLYPROPYLENE PLASTIC STEP PTEA ]PUBLIC:WORKS.ASSOCIATION �AIAERJCAN PUWC WORKS ASSOCIATION -�SQUT" :RN CALIFORNIA CHA 777AMER' STAt401AWIRD F" A SOUTHERN.CALIFO IMAKHOLEPI.P N, RNIA CHAPTER 4' A E TO.PIPE (ONE OR BOT MF_7qjC kMERICAN PUBLIC WORKS AMIC4ATION - S, RE- fkfi a OUTHER14CALIFORNIA.CHAPTER G, METRIC- STANDAROPLAN MAI WTRIC 3 S.825 13i SMAf LEP Wl�P!STAt4�AIRt�Sf-*�qlFi---A,TiONS FCl" PUBLIC WORK _J33' IPE (ONE OR BOT L NEJD!SZ25M �NHOLE PIPE TO WIN 1j tn: 8�1 X R) 1 321: �P N UN E MM MANHO E PIPE To PIPE (ONE OR BOTH MAIN LINE ok I.VS. 825mm (33") OR SMALL 321-1 sqErr 3 or 0 j Undwgrwnd Sw*e Med Q& TOLL FfEE Q 1 /4 � - ;:, TWO WORKING DAYS BEFORE YOU DIG SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. PLANS PREPARED FOR No. Stratham Homes Attn: Nick Kahlon 2201 Dupont Drive Suite 300 Irvine, Ca. 92612 (949) 833-1554 A', 04AIN LINE R I �C,P 1 0 44 REINFORCE0 MONOLATHiC ARCH�� SEE. NOTE �2 ,E AMERICAN PUBLIOWORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER A MAN OLE1.PIPE TO Pip E MAINLINE ID=900 mTA36 OR LARGER, STAMWW PLAN METRIC 320-1 SHEET A Or 4 WOR IACHAPTER IIERICAN PUBLIC WORKS, CIATJ0N-S0 RERN:�� VIAWARD PtAN 320- SHEET 2 OF 4 AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN. CAUFORNIA CHAPTE R sTANDARD Ouku- r 1 1 MANHOLE. PIPE TO PIPE MAIN LINE ID -90 0 L-11111- MANH10L PIP To PIPEVAIN LINE r " n 11�!yjORLARGER � R 7 5 �_d �/I N, A NOTE 11. THE FOL -it LOW..NG CRITERIA SHALL, BE. USED FOR TH(S:.MANH0LE- I� WHEN IDEPT M FROM, :STREET GR ADE TO THE 7 09 OF THE: BOX I S LESS A. MAIN LINE 825 rom (33*1 INSIDE DIAMETER PR..� LESS. (EX�EPTION 4�F SPUP 1 x� n THAN 9B 7 rom (21-10 1/?') FOR. PAVED. STREETS 1,06 _6,0 FOR H .............. OR 0 n ivf U W THE MAIN LINE RCP DOWNSTREAM OF T E MANHOLE IS 90,0. MINI. UNPAVE T �ETS. CONSTRUCT SH -C TO 1050 mrn (42w) INSIDE DIAMETER AND: THE MAIN LINE RCP UPSTREAM 13 .,AFT PER SECTION, 0 , AND DETAIL �'N*. DEPTH M MAY BE REDUCED TOI ANASS xOLUTE IMI T -OF V mm k 6 825 mrn (3311, 0 LESS.) STANDARD PLAN 3 50 WHEN R 20 OR STANDARD PLAN 3P_ IS -4 L-2- VALUEs or M WOOL[) REDUCE H IN SECTION rl-C:, T01060 mrn (.5, - 6 NOT A.PPL_jCAE1L_E: W k Ir 4 RIE THE MAIN LINE CONDUIT IS LESS TRAN goo OR. LESSI. 14 01 AMILTER� fcl 4 �'N P' A N rn, 2- H.10N:SE�CT ON A -A AND B-8 L -Ess r 4N �21 ) 31444t- N07 BE H I '.1CP Nut 0. SEE SECTION A L i"J. A. THEMAXIMUM S.IZE�,LATERAL THAT MAY ------- BUT MAY 6.$E NCRFASED PROViCEI) BE ce THAT THE. -VA; UE. NHOLE is. ACH THAT THE. SL DISTANCE FROMTHF_ BE LESS 74AN THE MINIMUM S ECfFfED AND THAT THE REDUCER SHALL OUTSIDE, (TOP) OF THE 00F M 5MALL NVI CONNECTEDTO THIS MA P LATERAL 'TO THE BOT I DIM OF THE 200 BE USED -w FOR :H (IN SECTION C -C) SEE NOTE. 1. THICK TOP OF THE IV, ANHOLE CHAMBER MICASUR5b VERTICALLY rf?OM 'Pt SHALL DUE `R�4 THE END. OF THE W, BE A MI N#A , I � _ W -_2 UM OF 150 t6 AAN 'ME clv M -M L SHALL BE, --0*, UNLESS CIT ERWISE SHOWN� L MAY 8 E I N - alj,�, i -q-4 �7,1 5 Tb, - CREASED OR LOCATION OF TO MEET PIPE ENDS 9 Lj T ANY C. IF THE,SI ZL� OF T 5,3 q -ki 1,- ?7 M1 J!� r 11 1 . . I I HE LATERAL IS SUCH THATTHE ABOVE-SPECIFIED '45"o ��rfi MANHOLE SHIFTED T S T;r F A� pr ICHANGE11 I N� LOCATION OF THE S P! -E APPR MINIMUM DIST OVED BY THE� ENGINI� T R E F N UR MUIS T 9. ANCES CANNOT BE MAINTAINED, THEN ONE:. F THE T ONS MUST aE UsEQ, 4 S' H A L. L BE 200 mm, (611) VALUES.CIF H U P, To A I LUDIN .4 V, T FOLLOWING ALTERNATE SCLU I FOR: VALUES OF H OVER i8l �00'). AND, Z50, (16 _4 m (8� PROVIDE A SPECIAL STRUCTURE - "A I 'wVY" UV- 0') ANHOLEs sHcwN ON PROJECT G(RAWiNGS APPLY AT :2 PROVIDE TWO S�iANQARD STRUCTURES, CON NC H 5 'k 0-1 : r - 5, STATIONS OF M Ts Flz)f T .ENTE LINE OF sHAF ., ELEVATIONS ARE Q R T S, H ri WN At CENTER LINE OF �4 ia �j. I.. . � I MANHOLE PL.4CED UPSTREAMORDOWNST. EAM FROM THE: APPLtCAKE: S 4 AFT AND REFER TO THE.PROL NVERT GRADE LJNES� SEE NOTE 3- JUNCTION STRUIC ONGED. I TUREOR TRANSITION STRUCTUR qN.n.-K �5�,, s E A:.r C7 0, REINFORCEW-NT SHALL CONFORM TO 'AS, T M A Elf!5M GRADE: 3001ASTIM A. 12, MA14HOLE FRAME AND:COVER SHALL CONFORM 1-0 STAN L TERMINATE 40 rnrn i CLEAR OF coNcRETE SuR,- UNLESS OTHERWISE :SHOWN. DARD �PLAN .630 ALE 40 XJ G R AND SHAI 9, U ------ FACES UNLESS OTHERWISE SHOwN, I 13, mANHOLE GH4FT S�HAI_4. CONFORM To STA14 DARD PLAN 324 UNLLSS j ti LE T EL �,ON' T FI O�OR OF' MANHOLE SHALL 9PE �STEE�� TROW Q LVA I , ^, I . W& T I ELED TO s1PR I Nc. L, I NL,, OTHERWISE iSHO Q 1.4 C - ----- BODY OF MANHOLE 5 HALL BE PO1URF:D IN ONE i�ONTj NuOu S CIPER4T,�ON rx 14. WHERE A� MANHOLE SHAFT - 90.0 Mir (3 CEPT 'THAT A CONSTRUCTION JO.�NT W 61 WITHOUT REDUCER JS T I MAY BE PI ACED AT.SP�Rl NG LINE. I TN 'A LON61:TUaINAL KEYWAY, SPECIFiED REFER TO STANDARD PLA14 336. IE C, Nl A 7�;4 15, WHEIRE A PRESSURE MANHOLE� SHAFT WITH EtCENTRIO REDU ER 1, I H I C;K OF 'Er "HALL VARY WHEN NECESSARY CIFiEb, R� E NE$$ IHE D _K , _ATBUT SHALL NOT ID P R 0 V.1 Dr, F R TO STA b.Akb PLAN 326. r N num 15') �A LEV L E3E LES� TH 7 16, WHERE A PRE$SURE MANHOLE qHAFT - 914 mm k38') WIT14OUT REDUCER. _s '�p, IRM. TUSTANDARD PLAN 63-5 OR 636; UNL-�'SS QTHIERWi�$ SPECIF�ED. REFERJO $TA DAR A ej, STEPS SHALL CONFO E: N D PL N SHOWN, STEPS SHALL BE UNIFORML, 50 nirr I Y SPACED S 04") TO 'I C. THE LowEs STEP SHALL, MOT BE �MORE THAN A500 (24") ABOVE THE EDGE 17, DIW.NSIONS SHOWN ON THiS PLAN FOR METRIC A 7�1 VNITS ARE At T ND ENGL.05H SIDE OF THL MANHOLE, R NOT EXACT EQUAL VALUES, IF METRIC VALVES RE USED, ALL ;�_s A VALUL5 CONSTRUCTION. SHALL -SE. METRIC: VALUES, EXCEPT REINFORCINi� BAR, SiZE5.114 ENGLISH UNITS MAY BE SUBSTITUTED FOR: MET h, T, RIC BAR SlZrFS� IF ENGLISH UNITS ARE USED. ALL. VALUES USE -D FOR tONSTRUCTi.ON SHALL BE L-'?, (b �8" ENGLISH UNITS. .......... I THE FOLLOWING STANDARD P ARE INCORPORATED H REf LANS, i E N, :3Z4 MANHOLE, SHAFT 1- WITH ECICtN fIR IC REDUCER C1F:UQ.I`4AI,_ 326 MANHOLE SHAFT - 9100 mirn 1:36-1 WITHOUT RE;P))CZR 328 'PRESSURE MANHOLE SHAFT -WiTH US P.Rr_3_�URE MANHOLE SHAF T IJ H ECCENTRIC L LAf T' 4LUE,5 FQR, 1,11 P�11L_ _N�19� (36'1 WITHOUT REDUCER 63D 610 mrh (24-) MANHOLE FRA AND COVER ME MAX%, .6 33 910, MITI (36') MANHOLE FRAME AND COVER htL 1, �JIN Q. 1 '635 STEEL TEP C� IJ H 636 POLYPROPYLENE PLASTIC STEP PTEA ]PUBLIC:WORKS.ASSOCIATION �AIAERJCAN PUWC WORKS ASSOCIATION -�SQUT" :RN CALIFORNIA CHA 777AMER' STAt401AWIRD F" A SOUTHERN.CALIFO IMAKHOLEPI.P N, RNIA CHAPTER 4' A E TO.PIPE (ONE OR BOT MF_7qjC kMERICAN PUBLIC WORKS AMIC4ATION - S, RE- fkfi a OUTHER14CALIFORNIA.CHAPTER G, METRIC- STANDAROPLAN MAI WTRIC 3 S.825 13i SMAf LEP Wl�P!STAt4�AIRt�Sf-*�qlFi---A,TiONS FCl" PUBLIC WORK _J33' IPE (ONE OR BOT L NEJD!SZ25M �NHOLE PIPE TO WIN 1j tn: 8�1 X R) 1 321: �P N UN E MM MANHO E PIPE To PIPE (ONE OR BOTH MAIN LINE ok I.VS. 825mm (33") OR SMALL 321-1 sqErr 3 or 0 j Undwgrwnd Sw*e Med Q& TOLL FfEE Q 1 /4 � - ;:, TWO WORKING DAYS BEFORE YOU DIG SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. PLANS PREPARED FOR No. Stratham Homes Attn: Nick Kahlon 2201 Dupont Drive Suite 300 Irvine, Ca. 92612 (949) 833-1554 A', 04AIN LINE R I �C,P 1 0 44 REINFORCE0 MONOLATHiC ARCH�� SEE. NOTE �2 ,E .60 rrm E,:5-) \ , ;, -4 E Eli, is-_" 'L k, SECTION Z, -Z T L11INT CQNNIEC TOP. SEE NO TE� 3 -PONT LATERAL SEE NOTE 3. L N _110M 0-4150. malt C.3 OR *41 018,1 TIE SAR C� BA R 5 f�, M � 0 1..5 0, Moll ,44 0 E L &.�V R F 64" ?5AA (f5� 0 751 Mai CONC PETE_C R I AJXE: ��b t 4 �(4 ' Q C. 71, - 1�zg;"c eVrr a SEIC11064 M -M 111 LATi�RAL�� CONNEC�rOF PIPE ,-4 9 6�) QC -10M 0_450 t;lt�3 Oft f, 4 AND F SARS 5EC NOTE TABLE OF I V4LJE_S FOR T 'T BARS BARS AWILHIUA-UPUBLIC, WORK$ ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER N STRUCTURE -PIPE TOPIPE INLET mWNIA!"A" 10�t600mm. 01400>1/2, IN, LINE ID 331 - 2: NDAROSPECIFICATIONS FORPUBLtC WORKS 0 -C! USE WITH T U "", ION S HE r;; I IC - 2 REMSIONS Engineer City BENCHMARK Approval Date: Approval Date: ? OFESS/ <) J. CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6 343' N/0 HIGHLAND AVE., 0 2 Mi. W/O SAN - No. 36052 SEVAINE RD., IN SOUTH CONCRETE BASE OF M S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Exp. 6/30/2004 HIGHLAND AVE. FROM SIERRA AVE. 11�' IVI 9/1// -T t3&,&U.11AJA-4,e- 1 0 ok� ELEVATION: 1428.6090 c )OM01946 40444WAMIOP0 0 Prepared By: CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING- STORM DRAIN IMPROVEMENT PLANS Civfl Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Drawn By: Scale: Fontana, California 92335 DBW TRACT 16046 NO SCALE (909) 356-1815 F 09) 356-1795 Designed By: Date: 9 DBW DETAILS AUGUST, 2001 5? - CA' An) RavrAc ard, R.C.E. 36052 Date Checked By Approved: 4,Oq64- Dwg. No. 4 (expires 6/30/2004) R D FiDOZ -CITY ENGINEER R.C.E. 51152 29MA I �Z4 Filename: M:\DWG\12903\16046-3\STORM DRAIN\SD4.DV X Zt il!�D� 75'mtr 7_T r �z Lu c, .60 rrm E,:5-) \ , ;, -4 E Eli, is-_" 'L k, SECTION Z, -Z T L11INT CQNNIEC TOP. SEE NO TE� 3 -PONT LATERAL SEE NOTE 3. L N _110M 0-4150. malt C.3 OR *41 018,1 TIE SAR C� BA R 5 f�, M � 0 1..5 0, Moll ,44 0 E L &.�V R F 64" ?5AA (f5� 0 751 Mai CONC PETE_C R I AJXE: ��b t 4 �(4 ' Q C. 71, - 1�zg;"c eVrr a SEIC11064 M -M 111 LATi�RAL�� CONNEC�rOF PIPE ,-4 9 6�) QC -10M 0_450 t;lt�3 Oft f, 4 AND F SARS 5EC NOTE TABLE OF I V4LJE_S FOR T 'T BARS BARS AWILHIUA-UPUBLIC, WORK$ ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER N STRUCTURE -PIPE TOPIPE INLET mWNIA!"A" 10�t600mm. 01400>1/2, IN, LINE ID 331 - 2: NDAROSPECIFICATIONS FORPUBLtC WORKS 0 -C! USE WITH T U "", ION S HE r;; I IC - 2 REMSIONS Engineer City BENCHMARK Approval Date: Approval Date: ? OFESS/ <) J. CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6 343' N/0 HIGHLAND AVE., 0 2 Mi. W/O SAN - No. 36052 SEVAINE RD., IN SOUTH CONCRETE BASE OF M S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Exp. 6/30/2004 HIGHLAND AVE. FROM SIERRA AVE. 11�' IVI 9/1// -T t3&,&U.11AJA-4,e- 1 0 ok� ELEVATION: 1428.6090 c )OM01946 40444WAMIOP0 0 Prepared By: CITY OF FONTANA, CALIFORNIA ALLARD ENGINEERING- STORM DRAIN IMPROVEMENT PLANS Civfl Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Drawn By: Scale: Fontana, California 92335 DBW TRACT 16046 NO SCALE (909) 356-1815 F 09) 356-1795 Designed By: Date: 9 DBW DETAILS AUGUST, 2001 5? - CA' An) RavrAc ard, R.C.E. 36052 Date Checked By Approved: 4,Oq64- Dwg. No. 4 (expires 6/30/2004) R D FiDOZ -CITY ENGINEER R.C.E. 51152 29MA I �Z4 Filename: M:\DWG\12903\16046-3\STORM DRAIN\SD4.DV