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Home My WebLink About3842-6B OR Ct L Is j of R" 0 E I U 100 mm 05 0 411) OC 1.5 m 9 LONG fS OR C A SH STREET GRADE 0 I S, mm 2 25 - I 2.1 Ir _461 Pi RING SCAT 10 4 PP A pp dd 1p (2401- F a a uOralgiv, m"m 1174, SECTION, A A STEPS - N MOULIERFRSAM MAN 630 3TR[9T GRADE §ECTIONC C SIElt Note I MAI04$LC SHAIT PER L STO. LAN 324 TABLC 001 VALUES f OR M PAVED STREET mm (511 S94110m 1111108 � Cs S5tAT MAX. MIK E 4W L ISUSIFT, r T;�rds STEPS --rjr 4 SECTION 8 - 8 00. CONCRETE RIK41. PER STO.PLA 324 AMERICAN PUBLIC WORKS A$$OCIATION - SOUTHERN CALIFORNIA CHAPTER OAMAM ON NOTC U 3 T, 100" - UNPAVC0 STREET NA)L Im-N. -6.9 It? me 191-0 v" M.N. mmom-0 0 awtv-v C - C 1209 rotsl 01 ma IS I/r) 410 aviOv) AMERICAN PUBLIC WORKS A$$OCIATION - SOUTHERN CALIFORNIA CHAPTER OAMAM MANHOLE CONCRETE BOX 3 T, 100" rVR:W0XrcS St= mo_. WFV00%00MWM2 STORM DRAIN 323 -t I Im SHERY I USE VATH 81ANOA" iffln F311 VURR WK -3 U39010ft-H 01 F OPTIONAL OUTSIDE EDGES TO BE EDGE Of CONCRETE ROUmx0 TO 0 BARS Oil 75 mm (31) R 75 mm (30) OC EOG r Ct 1019#3) TIC BAR RaID Of SPUR tc 4-2OWS). E BARS _j 973 mm (3* -30) LON SEE NOTE 2 A, d -15W64) H D BARS -iOM(03) TIE BAR 1 908 mm 1 1.2 M' Wnb) L NO IS mm 134) OC, SEE NOTE 9 SW#4) i 13ARS 1.4 m (46-011) (40 60) LONG 75 md3m) OC COWT.AWL BARS 130 mm DETAIL "No (64 OC TO INSIDE [061t Of MANHOLC. SEC NOTE 2 (RINGS AND COVER NOT SHO PLAN (SEE NOTE 1) (SHAFT NOT SHO MANHOLC FRAM9 STREET AND COVER PER GRADE STD. PLAN 630 610 mm (241) MANHOLE SHAFT 125 mm 2 50 mm PER UO. f-PIP1 SEAT LIEVIEL. PLAN S24 SEE NOTE 8 PIPE SEAT 900 mm (31-04, 1 BARS E SAAR3-j /-TIE BARS STEPS TIE BAR 125 Mfn (52) J BARS P ROUND EDGES I TO 75 own (311 R- SPRING LINE -.2 15IKs4l) 0 450 mm INLET 16f OW) OC BOTH ELEVATION W1 GRA01 POIN WAYS TO 139 USED APPLIES AT SEE NOTE 4T!Sr� THIS POINT WHEN 01 IS 1500 mm (601) OR OVE SECTION B-13 SECTION A -A CONCRCTE RINGS PER STO. STREET GRADE PLAN 324 123 mm 1 25 mm (52XII) RING SCAT OMIT THIS H BARS STEP IN I --- PAVED SEE IABLE STREETS VAAIAGLE 150 H BARS 0 150 mm (61 E BARS 400 mm (165) FOR IOW#3 OR #4) PAVED STREETS. F 630 mm Cr -20) FOR TIC BARS UNPAVED STREETS J BARS ROUND cools TO 75 mm SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCU%GAtW " n* MANHOLE PIPE TO PIPE MAIN LINE "A "Im"T"mo" PUMXVWQft3-STA,W.AftSn4.. WCENa00K0C1M"-E1 Im 113=900 mm (3611) OR LARGER 320-1 - - WERT I Of 4 U39 VVITH SIANWO $PECIFICATION3 FOA PU91.10 W01WS COMTRW 11014 HEC$0RD DRA, THE,,�,'E RECI r, -,D W4,AkINI�.r,.3 H4Ni; r� i P, -- FART, ON THE M�VS OF FUAN!SHED BY OTHERS. T,4t-: r--, 14r RESPO-148iBLE FOR ANY Vi.T.L NOT 1�--E ERROAS on 0mism.N-8 m`CH HAVE BLEEN WCORPOnATED INTO THE DOCUMENTS 'AS A RE3ULT TKfjjE0F NOTE: DETAIL DRAWINGS NOT TO SCALE Wqjs I. WHEN DEPTH M FROM STREET GRADE TO THE TOP Of THE BOX 13 LES$ THAN 067 mm (21-10 1/20) FOR PAVED STREETS OR 1060 nvn (3#_6e) FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C. 2. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWING. APPLY AT CENTER LINIE OF $14APT. ELEVATIONS ARE SHOWN AT CENTER LINE Of SHAFT. 3. REINFORCEMENT $HALL CONFORM TO ASTM A 61516t GRADE 3OO(ASTM A 615. GRADE 40). AND SHALL TERMINATE 40 mm (1 1/29 CLEAR Of CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 4. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL 131 UNIFORMLY SPACED 350 ft" (146) TO 375 n" (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN Goo mm (24-11 ABOVE THE INVERT. S. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630. UNLESS OTHERWISE SHOWN. OTHERWISE SHOWN. 6. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS 7. WHERE A MANHOLE SHAOT - 900 MITI (364 WITHOUT REDUCER 13 SPECIFIED REFER TO STANOARO PLAN 326. 8. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER 13 SPECIFIED REFER TO 3TANOARD PLAN 328. 9. WHERE A PRESSURE MANHOLE SHAFT - 914 a" (3611) WITHOUT REDUCER 13 SPECIFIED RUER TO STANOARD PLAN 329. 10. DIME _,N3ION3 SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT C V XAjT CQUA VALUE . If M9TR I AR It ALk VALU U ED FOR f, VA 0 S N TRUCTIbN 1114A 8 A I b I $ ORCIi META C JXC NJ OAU U ITS ARE USED. A VALUES $ED FO I ENGLISH UNITS E, sue TITUTE FSR M IZES IC BAR 81� R S. IF IN%ISH C NS CTION SHALL 131E INOLI H UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HIREINs 324 MANHOLE SHAFT WITH ECCENTRIC REDUCER 0 LL N MAY AT N LL U IT U, 326 MANHOLE SHAFT 900 rnm (36ri) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WIT14 ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36-) WITHOUT REDUCER 630 610 mm (244 MANHOLE FRAME AND COVER 633 914 mm 4364 MANHOLE FRAME AND COVER 1 63-5 STEEL STEP �636 POLYPROPYLENE PLASTIC STEP AMERICAN PUSLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDAR0 PIM WTIW 320-1 MANHOLE PIP.E TO PIPE MAIN LINE 10=900 mm (3 ORLARGER 61 SHEET 2 OF 4 me o.pe P RC SCAM 13M (051 SUPPORT 300 mm 0 0 irl BEDDING FOR 15M 0 100 wmmnm 0 ISM 0 100 mm F-131171C.1mv (65 0 4") OC----� 05, 48) OC 11,1ZI, WIFa t16 , *. - &. 0., COLUMN SUPPORT �. .'*q; :-, 13AWILL WITH UNDISTURBED EARTH. # 265 Ki -C-14 MP# (450- UNCOMPACT ED BAWILL 1.0 in C ACTE; 2000) COW LO -0. 014 COMPA%VOIL TO 15M 0 100 U" 03,04,1106 (Y "ItOUIRCO By 1119 CASE I SECTION A -A CASE __2 SOCCIFICATIONS SEAM SUPPORT COLUMN SUPPORT 0 720,MOAL611 !M& 0-*, 150 ma (3061 MAX, -_.Vn t Cn[MU2% 80 ma 13 0 mm (So 0 M* n 1- WIM MINIMUM SURING 900, SURFACE 00.42 I MINIMUM SCUINS SURFACE m 00-42 rW$UMA1F4AUCMt Ism 51 &%P- ca. A-*. JT 1*40TWIff fff_j=- 1111,19E Ir- 21, to 0 .6150 (6. 0 6 00 S-1-ECTION- _CnC_ SECTIO AMERICAN PUSLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDAR0 PIM WTIW 320-1 MANHOLE PIP.E TO PIPE MAIN LINE 10=900 mm (3 ORLARGER 61 SHEET 2 OF 4 4 MAIN LINE 41 11:� 15M (05) 13M 0 130 00 05 0 60) OC 13M 03) ISM 100 mm (vS, 411 -OC- COMO. PIPC. RCP on CSP 4 A IF j(U C IS!SAVJ PLAN 333 11 L 4611) Ism (05) BURN OR CUT PIPE TO SURFACE 20FIXW.RITOL ROUND EDGES Of pip It ACP ISM 0 100 mis 05 0 42) 15M 03) ?-tk - - CONC. PIPL I RCP off CSIX 4&) LOV SEE NOTE 3-1 " J me o.pe P RC SCAM 13M (051 SUPPORT 300 mm 0 0 irl BEDDING FOR 15M 0 100 wmmnm 0 ISM 0 100 mm INLET PIPE (65 0 4") OC----� 05, 48) OC 450 ma (181) MI , *. - &. 0., COLUMN SUPPORT �. .'*q; :-, 13AWILL WITH UNDISTURBED EARTH. # 265 Ki -C-14 MP# (450- UNCOMPACT ED BAWILL 1.0 in C ACTE; 2000) COW LO -0. 014 COMPA%VOIL TO 15M 0 100 U" 03,04,1106 (Y "ItOUIRCO By 1119 CASE I SECTION A -A CASE __2 SOCCIFICATIONS SEAM SUPPORT COLUMN SUPPORT 0 720,MOAL611 !M& 0-*, 150 ma (3061 MAX, 80 ma 13 0 mm (So 0 M* MINIMUM SURING 900, SURFACE 00.42 I MINIMUM SCUINS SURFACE m 00-42 rW$UMA1F4AUCMt Ism 51 &%P- ca. A-*. to 0 .6150 (6. 0 6 00 S-1-ECTION- _CnC_ SECTIO AMEPICAN PUBLIC WORKS ASSOCIATION-- SOUTHERN CALIYORNIA CHAPTER Aft I no t JUNCTION STRUCTURE - PIPE 10 RCO INLET ID:S 760 mm (W) - I 334-1 %X - ET I OF 3 D$1 Wil SrAN 60WATI10113 FOR PUWJG wom S(*m3TR"TI0;r__ 0001c;_Kl� NOTES 1. MEN DEPTH M FROM STREET GRADE TO THE TOP Of THE BOX 13 LESS THAN 861 " (21-10 1/2') FOR PAVED STREETS OR 1060 mm 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 01 IS 1200 mm (480) OR LESS. CENTER Of SHAFT MAY BE LOCATEO PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN MEN DIAMETER D, 13 1200 mro (48") OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS-* A. 0122400 mm (96m) OR LIESS. L21.'? M P2130 MM (56) S. Dg OVER 2400 mm (960). LxI-S m (6`09. P3,210 MM (S') L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. MEN L GREATER THA14 T14AT SHOWN ABOVE 13 SPECIFIED. D BARS SHALL BE CONTINUED 150 mm (6s) 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 mro U 1/29 CLEAR Of CONCRETE $UR - 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 BE PLACED AT SPRING LINE. S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT 9UT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9. 0 BARS SHALL BE 15M(04) FOR 0&=915 awA301) OR LESS. ISM(05) FOR D2 -1050 mm (424 TO 2100 mm (84") INCLUSIVE AND 20M(a6) FOR 0&22250 mrn (904 OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF.CONE AT SPRING LINE UNLESS OTHERWISE SHOWIL If. STEPS SHALL CONFORM TO STANDARD PLAN $35 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 fnm (141 TO 375 mm (150) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (249 ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE 2 900 nun (369 INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM Of MANHOLE is goo mm (36-) To 1050 mm (424) INSIDE DIAMETER MO THE MAIN LINE RCP UPSTREAM 13 825 mro (334 OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER 320-1 SHEET 3 Of 4 P_ MANHOLE PIPE TO PI El MAIN LINE ID=900,mm (36 RLARGER 110 a S"S,- a m 9 10 mm (of 0 411 OC. + - cm v rujimr JAA fy91 SAO31 TH If 4 0 si 1 0 PTA L L S. CONC. PIPE Oft ACP 13 BARS 0 BARS FOR I 19 158AL CATCH BASIN FLOOR 265 KI -C-14 MP* (4S0 - Re Box NOTCO 8 OARS T $A AS%FALLS f r ? CASE3 SUB Ulm xvil TOP LAS ENT -.3 RANC9 Q a 10 1349 0 SLCTION-0-9 8 13ARS 13. 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 CON31DIEREO TO BE THAT WHERE THE EXTENDE0 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 (30b). 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 (368) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCIENTRIC.REDUCER 13 SPECIFIED REFER TO STANDARD PLAN 328. 17. W14ERE A PRESSURE MANHOLE SHAFT - 914 mm (364 WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. IS. 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 WTRIC VALUES. EXCEPT REIWORCINO OAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUT10 FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USM 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 (364 WITHOUT REDUCER 630 610 mm (244) MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME ANO COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CAUFORNIA CHAPTER $TAW 18" 320-1 SHEET 4 Of 4 MANHOLE PIPE TO PIPE - MAIN LINE 1110 10-900 mm 136 RLARGER NOTES 1. USE JUNCTION STRUCTURE PER STANDARD PLAN 333 INSTEAD OF TH13 JUNCTION STRUCTURE UNDER ANY ONE Or THE FOLLOWING CONOITIONSt a. OIAMeTER OF INLET PIPE EXCEEDS 150 mm 11309. b. TOP Of PIPE 13 LESS THAN 300 mm (124 BELOW SOFFIT Of BOX. - c. FLOW LINE Of PIPE 13'LESS THAN 225 mm (131) ABOVE FLOOR OF THE BOX AT INSIDE FACE. I 4. ANGL 13 L 33 THAN 450. 2. ALL. CSP AND FITTINOS SHALL BE GALVANIZED. r SIPE 3. ELEVATION S SHALL BE rCIFIE0 ON PROJECT DRAWINGS ONLY If THIE TOP Of PIPE 13 MORI. THAN 300 mtj (12") BELOW SOFFIT OF BOX. 4. LATERALS OR CONNECTOR PIPES 600 mm (246) OR LESS IN DIAMETER' SHALL 81 NOT MORIE THAN 1.5 m (51) A13OVIE THE INVERT. LATERAL$ OR CONNEdIOR PIPES 675 mm (216) OR LARGER IN DIAMETER SHALL BE NOT MORE THAN 430 mm (186) ABOVE THE INVERT. WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 13 m (50') IN LENOTH SHALL 131 NOT MORE THAN 1.5 m (51) ABOVE T141E INVERT. S. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE 0 NOT EXACT �Ah VALUES. fir METRIC VALUES AAC USED ALL VAL 3 8A0 FOR C8N UCTION SHALL BE MfTRIC VAffiSbEVEPI VIRCING S SIZES IN ENGLISH UNITS MAY 8 SUBSTI U E FOR METRIC OAR SIZES. IF, Fk.NOL13H UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL 81E ENGLISH UNITS. AMERICAN PUBUC WORKS AS CHAPTER WD05R: SOUTHERN CALIFORNIA STAMWO MET" 334-1 JUNCTION STRUCTURE-. PIPE TO'R'C-B---- INLET 10:5 760 mm PY) $Htal 3 OF 3 4!' 0 g0mized steel (total 2) Add -46 bars x T(T52 (total 2) "d bars oil0 Pipe I PLAN Preca3t concrete end block to be placed flush with end of pipe as directed by the Engineer. a; ELKVATI( I PE_ CLOSURE ---,T-YPE "All Mecast Concrete End Block) if Is 1. a z-04 bars 12 mt unless otherwise noted on the plam. SAN 13ERNARDINO COUNTY FLOOD CONTROL DISTRICT 2. V- x 12" unless otherwise noted an plans. OWFL 21v RLYISIONS z 6" wless otherwise noted on plans. ADMO 08A""S ow H.H.H. 2-14-80 nte N(L S. P. I "16