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Home My WebLink About3610-103 a 3,18. TYP. �'TYP,, a 41( OR 0 w 3 ST OR CIO' EX > 1/4 fiyo-----<",r y p WALL* CL MAX� C(SH.2) Im x 3 /8, 4 46 .. . ....... 2 DE TA I L"E 2'-6" MAX. (SHZ JTLET ft)(SH.2) (TYP� I -- -, 7,� )NDUIT f. STAINLESS STEEL 4- 1 4) x 7" LONG -__,.,W--EXlST, OR bry HILTI -BOLT OR 6'OC (TYP,),, TYP, BOLT AND NUT 5 PROP. SLOPE KWIK SEDME EOUtVALEN'r UST� OR PROP EM NT, CL 3 3/8, TYP, .ADWALL AND "�ls INGWALL CASE 5 1 2" 8, 0 LT AND NUT, TY �_SAR 3 3/8, TYP, 'PLAN BAR 3 3/8, TYP. C A$ E A 4#1 I FEL'iW SIEE 'SECT. C -C, SH.2. FOA DETAILS SEE SL\:'CT. C -C. SH.2. l%4 �'TAILS SEE SECT. D -D. FOR DE SH, 2, FOR, DETAILS—,# R:s ^W Y -SEE SECT. D -D. m�� 3 x 3/8 �x SOL T AMID it Cb,'INC. SUPPORT I N-030, 24" A�S_ 3- 'M MIN. COVER SECTION D—D (SH. 1) t BOLT a NUT t CONCRETE 3/811 .(TYP, SUPPORT--\ 4___<','T Y P. BAR 3 x 3/6, TYP� CONC. SUPPORT, 44*4� 7% �%sol 1/ 4 zott SECTION -0 CONC. SUPPORT, SEECTION, SEE LS r7l T 011 TL E LJ T Q.�_E Y A:r I Q b L CONC. SUPPORT c 0� 'IT CONIC. SUPPORT J / 5MI'Mm DETAIL *E* (SH. 1) I E. J.� ,D EX"I'STI, OR PROP. �KEADWALL ANO w,;QWWL TMSH RAC (IN m (Typ.) CASE 5 ST An, PLAN, 361-0 SHEU I OF 3 OPTIONAL OUT'SIDE ibik OF CONCRETE TO BE A TO 75, 8= (31 R 0 BARS 75 'am (30) oc r 10043) TIE SAIR R -I D OF SPUR c t tc 4-200*6). E BARSAIll, e/ 975 am, (3'-34) LONG,, SEE NOTE:', 2 4 -131M(04) H 8kRS 900 mak D RE A RSS —10M03) TIE BAR 11,31-0`11 LONG 75 Mai (3') ot. SEE.' NOTE 9-1 3-fS,004) J BARS 1.4 (4'-0') (4-91 LONG 75 mm(3*1 OC DETAIL "NO CON'T.A00"L. BAR$ 150 on GE (6, OC TO INS$ 11410, LR IWIS 4 ".1- OF MANHOLE� '51E NOTE 2 Ab ,0 DVER NO SHOW) PLAN (tiff NOTE 1) (SHAFT moT Stow, MANHOLE FRAME COVER PER STREET AND Glift ACIPEi. $TO,, PLAN 630 610 nmin (24") z, MANHOLE SHAACF7 o (" 125 mm x 50 vnm, -;;I� /-PiPE SEAT LEVEL. PER STD SEE NOTE 8 .4 P L AN 3 21, '%'_ .4 PIPE SEA, 21" 5400 lum E BARS L& E SARS T 3 A R S I E t STEPS—` A $A T i iE fil s 125, rw 015 R F J 9AS s . ..... ROUN-0 EDGE SPRINS LINE W, "p 31 R ?5 inm 15M04) 0 450 Rmomn I KET GRADE POINTS oc DOTH ELEVATION 4 WAYS TO BE, USED APPLIES AT IS E E NOTE WHEEN ()e, IS 1500 Rvm,, 1"," THI S POINT 1606) OR ovER_11_111_1_1______'_x SECTION B—B SECTION A—A CONCRETE RiNGS GRADE', PER STD, 25 tyson (5'xV) PLAN 5?.4-—-,,, RING SEAT -1 BAR$ OMIT THIS I STEP IN ETA LE PAVED or SE 9 STREETS VARIABLE wk E BARS 150 fflm (64- "-10-M03 OR *4) 49MI ?am ROM MR ME i LIE �c— T11 jimi 1:llr Dr -r URI YOU DIG BAR 3 x 3/8. TYP� 1/1-[�--<Typ. PROVIDE SLOT HOLE. SEE DETAIL *F' ,.Ji '--BAR 3 x 3/8 DEITA I L " F * (3 H. 1) TMS,H RACK (INCLl D) 3 ilL 1. MAXIMUM SIZE OF OUTLET TO BE USEED WITH THIS RACK 13 48 - PIPE" OR, 48' WIDE. RC8. MAXIMUM LENGTH OF RACK LR IS 10f -o". 2, LR CAN RE ADJUSTED $0 THAT THE SLOPE OF' THE RACK IS APPROXIMATELY 2 HO,RIZONTAL 'TO I VERTICAL. 3� THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR PROPOSED INLET STRUCTURE HAS ADEOUATE SUPPORT CUTOFF WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR INSTALLATION. 4� GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION. 5 IF FIELD WELDS ARE NECESSARY, USE GALVICON, GALVALLOY OR AGENCY APPROVED EQUAL, FOR COATING. 6. ALL BOLTS SHALL BE 1/2" IN DIAMETER AND 7"' IN LENGTH. ON REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A, AND WHERE HEADWALL AND WIN07WALL ARE EXISTING, HILTI KWIK--BOLT OR EQUIVALENT CAN BE USED� ... . . ...... ......... . - ... ...... ... $T PLAN 361-0 TRASH RACK (INCUMM) Stiffli"_ 20F 3 NOTES WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (21-10 1/2") FOR PAVED STREETS OR 1060 imm (5'-64) FOR UN- PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL ON*. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER D, ISS 1200 mam, (484) 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 D,4 IS 1200 mm (48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUkD SHAFT AT 4,50 WITH CENTER LINE AND OMIT J BARS, 5. L AND P $HALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. DP=2400 mm (96*) OR LESS. L;;L7 m (5'-6*)� PmI30 rrim (5') B� D2 OVER 2400 rom (961, L=1,8 rn (6'-0"), P=-210 mm (8") L MAY BE !NCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 mm (6") OC� 4� STATIONS OF MANHOLES SKOW-N ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATION'S 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 (ASThl A 615, GRADE 40). AND SHALL TERMINATE 40 mm (1 1/20) CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 'ALL BE STEEL TROWELED TO SPRING LINE. 6. FLOOR OF' MANHOLE S14 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. 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. Z 9. D BARS SHALL. BE 15M(94) FOR D,2--975 mm(39*) OR LESS, 15M(o5) F013 D2 =1050 mm �42') TO 2100 mm (849 iNCLUSIVE AND 20M(*6) FOR D,2=2250 mfr. (90") OR OVER� 10. CENTER LINE OF INLET PfPE SHALL INTERSECT INSiDE FACE OF CONE AT' SPRING LINE UNLESS OTHERWISE SHOWN. If. STEPS $HALL CONFORM TO STANDARD PLA14 655 OR 656 UNLESS OTRERWISE SHOWN, STEPS SHALL BE UNWORMLY SPACED 35,0 mm (14') TO 375 mm (15") OC� THE L0W,,,,,EST STEP SKALL NOT BE MORE THAN 600 mm (24-0) ABOVE THE [,NVERT. 12. THIE FOLLOWING CRITERIA SHALL BE USED FOR THIS MAINHOLE, A. MAIN LINE = 900 mmi (360) INSIDE "DJAMET"ER OR LARGE, XCEPT IF THE MWN WiNt R-,,C,";P DOWW'i "AM, OF, 0,11,0im: OL11"'E Is (m 433611) 1050 mm (42") 1� N . ..... "N"p "s "JOE, Ot mve�tfipm T"t MAI , Li`�'J,`,,,,EE,,, EA 15 is o�so Mtn LE''it 3""f z0l�" 'S,H',,,ALL 't. 'U, ED. m 6.5 It 1425.77 TW \—I* XO.6" ORIFICE 1425.77 _P# 1422.77 IW _T c) 8� TKE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAtN, LME. IF THE UPSTREAM AND DOWWNSTREAM DJAWTERS 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 INSTAN(lE SHALL THE INSIDE DIAMFTE.R OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30'�- 13, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS 0THF-,*,RWlSE SHOWN. 14, MANHOLE SHAF7 $HALL CONFORM TO STANDARD PLAN 524 UNLESS OTHERWISE SHOWN. '5� WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 526, i6� WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 528. 17, WHERE A PRESSURE MANHOLE SHAFT - 914 min (56") WITHOUT REDUCER IS SPECIFIED RIEFER TO STANDARD PLAN 329. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHIALL 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 ('36") WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 nim (36') WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36"1 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Plmwjng 8,253 Starra Avenue Fontana, California 92335 356-lBI5 Fax (909) 356-1795 David S. Ha=ar, R.C.E. 43976 Date (2xpires, 6/30/2005) lop VIEW SCALE: 1 "--4'# 1420.51 INV 1423.0 TW 2 1423.0 7W CN Ito I U") Lcs CONCRETE BOTTOM 4 " TYPICAL �6A 4'X2 RCB I lx0,,,64` OR,IF7C-F 6.5 It 1425.77 TW \—I* XO.6" ORIFICE 1425.77 _P# 1422.77 IW _T c) 8� TKE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAtN, LME. IF THE UPSTREAM AND DOWWNSTREAM DJAWTERS 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 INSTAN(lE SHALL THE INSIDE DIAMFTE.R OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30'�- 13, MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS 0THF-,*,RWlSE SHOWN. 14, MANHOLE SHAF7 $HALL CONFORM TO STANDARD PLAN 524 UNLESS OTHERWISE SHOWN. '5� WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 526, i6� WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 528. 17, WHERE A PRESSURE MANHOLE SHAFT - 914 min (56") WITHOUT REDUCER IS SPECIFIED RIEFER TO STANDARD PLAN 329. 18. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHIALL 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 ('36") WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 nim (36') WITHOUT REDUCER 630 610 mm (24") MANHOLE FRAME AND COVER 633 914 mm (36"1 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Plmwjng 8,253 Starra Avenue Fontana, California 92335 356-lBI5 Fax (909) 356-1795 David S. Ha=ar, R.C.E. 43976 Date (2xpires, 6/30/2005)