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HomeMy WebLinkAboutS-072503I'm �... , �ET,eo. srD. DIMENSIONS & REINFORCING STEEL FOR''. STANDARD TYPE C MANHO E�Sr .,.; . F,Q,4�LlE E CDYE,2 , a � CONC. DIMENSIONS REINFORCING BARS w o W U_ T;IOTTOM SL' WII Iou,SIDE WALLIt it us" to SAAB «R11 to v flyN �•Z►1 i1 a. ? Ns a* 8 Q g # 4 # 8 Q # Q # >Z # �t�IETPO. STD. COrt/C ,40✓UST /it/G A B E F G -_- 1 ,BLOCE'S n- N- 8 ENGT N Ek LENGTH N 8. LENGTH N 13 LENGTH N a LENGTH N a LENGTH N 8� LENGTH N y8 LENGTH N & LENGT. 11 1 1 1 1 11 11 11 # � 1 ,� 1 . ✓� i► 1 N ' •fit � 1 r p PRECAST CD,UC. SECT /Od/ 54 10 -30 6 -6 7 -4 12 14 12 8 8 5 4!- II 6 4 6- 1 18 5 4 -II 10`4 6 -II 3 5 4 -II 4 5 6- 1 2 5 3 -10 2 5 3- 1 4 5 17- 7 PRECAST 311 -50' 6' -6 7 =7 1511 9 #6 6'�- 1 22 #5 7 -2 3 #5 6'- I . 31 -10 171 7:: "., BE EQU.9L - - — ,ylD,Ql•4,2 2 -D D /,q, , 5711 10� 30' 6� 9 7' -7 1211 8 �5 61 -4 20 *5 7' -2 3 *5 6 =4 4' -2 (8' 6 : -- — to., . CO�(/C.,QOJUST /�t/G ;' <<:;:•:' _I TYP/C,4L LATE�P,4L - 31' -50' 6 =9 71 -10 1511 '9 #6 61 -4 22 #5 7L5 3 #6 61 -4 4' -2 18 =6 f 1D" BLDC,C -S Y L CDrt/it/EerA91/ °0 6011 101 -30' 71 -0 7' 10 12" 9 #5 6'- 7 20 05 7- 5 4#5 6- T 41-6 Ia- R q ,PEfES'S 1 a :;:; 31 -50 7!v-0 8- 1 15 10 *6 fi- 7 2 4 #5 7- 8 4 6 6' 7 4'- 6 19 5 t� 2 _d D /A. %; �. PRECAST TO /j W, :: I I 1 . �I 1 1 1 1 p # 1 # 1 1 STD, 4 -O D/A 63 10! -30' 7� 3 81 -1 12" 9 5 6! 10 22 #5 T 8 4 #5 6� �0 4 -10 w " ol(/C. P,QEC.9ST ✓O /NT ;� I • I_ o • : —' -- -- - _ 31 -50 7 -3 8 -4 IS 106 6 -10 24 5 7' 11 4 6 6 -10 4 -10 20 -4 ' ECT/O,U �'. I L .. ,�- / h v SHALLO`Y TYPE Z 0, 0/, , . •I' r• / O S I 11 1 1 1 11 1 1 1pfrni' `[ 66 10 -30 7 -6 8'4 12 10 #5 7 -I 22 #5 7 -II 5 #5 7'- I 5� 3 21 -3 31' -50' 7� 6 8' -7 1511 11 #6 7' -1 26 *5 8'- 2 5 #6 7 1 5'- 3 21'-3 o tt I a QQ I - ,4CCEPT.4BLE c .Y .,::.V: X11;. arJ '..1{. {dKi:`ii1.1:.�.`.•(/t �° V I / y; ✓O /�C/T � � � 69" 10 30' 7'- 9 8' -T t2" 10 #5 7' 4 2405 8'- 2 505 7'- 4 51 -7 22' -2 a" "�`' 31 =50' 7' -9 8' -10 15" tl #6 71 4 26 #5 8' -5 546 7' -4 51 -7 22 -2 hw h p (� Q at O , o?' 72" 10' -30 8' 0 8'10 1211 10 *5 7' -7 24 05 8' -5 6 «5 ' 7' -7 51 -11 _ 231 -I . BASE — SECTION v'v .� � - - 1 ( 11 U 11 11 1 * 1 1 1 1 •` Q O^ _ 6 -O D /t1 31,-50 8!- 0 9 -I 12 14 15 8 12 #6 4 -II 7 -7 28#5 4 -II 10 4 8 -8 6 6 4'- II 7 -7 5 -II 3 -I 23 -I - ��w �j� 78" 10' -30' 8L 8 9' -7 13" 1511 1411 1211 10 #5 5' -7 SL 3 30 #5 5� 7 i24 9` -2 6 #5 5' -7 8' -3 7� 3 31 -8 24' -il 10 h �( r1�lO,PT4,2 - - -- ( 31' -50' 8' -8 9 8 1511 12 #6 604 8'- 3 3C #5 9'- 3 6 *6 8'- 3 71- 3 4115 24' -1 I :.: ( 4" 1005 704 81- 9 3205 9'- 8 705 8 9 7 L I 1 65 26'-9 h W 84 10 -30 9 -2 Id -I I I N W Q OJt TOP H14Lf Of p /PE TOBE SHELF SLOPE / " /�t/ /Z~ 31' -50 9� 2 10' 2 13" 1511 15" 12 #6 81- 9 32 *5 9`- 9 706 8' -9 3'- 8 26� 9 1 1- GJ � 9 ,PE�yJDI�EO TO CD�(/TDU.P OF I I • TYti° /C.4L Z,471-WW '` !' 9011 10' -30' 9L10 I0' 9 14" 16" 14" 10 *5 9' -5 26 #6 10 -4 7 #5 9� 5 3 -10 281 7 pt ( �l10,PTA2 - - - — -- - /�t/S /DE OFT/ BPD, �C/ I ► n ..� , — \ y 1 1 1 11 * # 1 28 -7 � p -• fL�YEJ'T08Ei°LAS,rE,2£D �" .�� " a, COrUi(/EC, /Orti / �� Dj . '�I - o -" / � �i , ! ,L• v �,,• 31 -50 9 -10 10 -10 15 12 6 9 - 5 26 6 10- 5 7 6 9 -5 ., - - - -- h p i. _ / I {0 11 1 Ip!4 111 -3 1411 II *5 9L11 28 #6 10 -10 $ #5 9 -11 30� 5 SLOPE SLOTH lY /TfI rll02T,42. pc I. 01 I 96 10 30 4L f4ellezL r I I `' : -'1 0 . I • �;�- 31' -50' 10'4 1 If- 4 14" 16" 15 1306 91 11 28 *6 10= I I 7 #6 9'- I i 30 -5 ..._ , - ., /i' //YN/70LES - - 'C / I - J • \, o:l : i - 1' /:, I• ° I - -11 1 1 1 1 11 11 11 1 t� # ' 32' -3 1 I -- 1 , " •j I a �P; o I 1= I 102 10 -30 11 -0 11 -10 15 17 14 11 #5 10 -7 32 6 11'- 5 10 4 10-7 31 -50 11-0 it -II 15 14 *6 7 #4 10 -7 32 #6 12 #4 11 -6 8 6 10 =7 3' -10 32' -3 1 1 1 1 1 11 P,E'ECAS'CO�VC' # 1 `v := I I o \ '- 1 B.4SE(OCT /.��(/.4L� Il Qj` 1' 0 % o I 108 101 -30 11!- 6 12!4 11 14�� 1205 5#5 11 �- I 36 #6 14 4 1 I (I I) # 4 l i 1 3'- I I 34'- i 31 -50 II -6 12 -5 15 17 IS 14 #6 I I I 36#6 12 -0 9 6 it " - ( :; e - ' I '._ •1 1. 1!- 11 1 1- 1 1 11 11 11 1 4'- 1 37' 9 p� :I I . :� `�; I I :� p ,� '•I, V I D . o .�. ti 120 10 =30 12 -8 13 -6 16 18 14 13 #5 12 -3 42 #6 13'- 1 12 #4 12 -3 T' h i� �'.l I P�::. r 31' -50' 121 -8 13� 7 16" 1811 IS" 15 #6 5 #5 12' -3 42 #6 14 #4 13' -2 I I *6 12 -3 - _l- ,4: Cf/' BLEF EX /BLE I . 4'- 1 37 -9 t . L,._ -_ _,✓._ °', T J •, ✓D /�t/T i'O,P r0,.!/EC7 /O,t/ : - I L - - - - _ _ J - - a `., , ,�.. "; 1 " - ' - :;_ •4 11 1 1 , , 11 11 11 4'- 2 41 - 5 '� I� OF,4ZZ fE�S A0.0,9' �."�k; ° o , .=o. , ,1N.1. 132 10 30 1310 14 -8 17 19 14 16 #5 6 #5 13' -5 50 #6 16 #4 14' -3 13 #4 13 =5 .Z' "1.iP.L :`f •'l, 1 ;`r .7 :i: Q':'D.1''tw:: Z .. �'. - 1 ( 1 1 11 11 11 1 1 41' -5 t �� ""' ° ' ''•'`� •' ' ° '' ` ~' - ' ''- 31 -50 13-10 14 -9 I7 19 IS 16 #6 13 -5 50 #6 14 -4 12 #6 13' S 41-2 7'- /O I 144" 10' -30' 15� 0 16-10 1811 20 14" 15 #6 14' -7 4007 15 5 14 #4 14 -7 41- 3 45'- I I -- - - -'- ..I �.. - -- - - -' — ------ - - - - -- - - -- — - ---• -� ( 1 1 1 11 11 11 11 # # #7 7 16 4 15' 6 13 #6 5' -7 4 #5 14L 7 2 #5 7� 1I 2 #5 41 -3 6 #5 46 -1 t 7 6 5 14 7 40 5 'f BASE -PLAN /2QECA sT COA/C . i 31 50 15 0 15 II 18 20 15 12 17 6 5 BASE (oPr10/VAL.} - STANDARD TYPE A PRECAST MANHOLE TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE' 8" TO 21 (INCLUSIVE) DETAIL 24" TO 48" (INCLUSIVE) 1b8E, FW WH. TYPE A, fY /T.S'OdT BASE _ 11 SPA: W, Z&,0 or//,// - ryPE _ f /�(/ /Sy 68,40E SEC1 /Oil/ I0 Q. 8 �rU r- 2 "e ,/ i ., •• ,. fill .9CcEPT.4BL- E CL, h 6,POOYE Fe 4B ", /W// A WXU OF lH ,P -4JT — — — �• - - - -/- - / — - — �— - — — ,. � 45 , — P /.oE 4lO,Q7.O,PEO /.UiO FZ1,P.4L1 Tl'Pf.4 rBAfH' 1 _ - -.: pt ,k BELLS i!l•4Y BE COST /�t/ - � FLEX /BLf "VT- -..� :' - . �Q � <., 1 , SEE OF A4 .WW S /ZED ./aA/T - fi - .. _ .. _- - - ' G3. '_j G 3 r / tai STEit/fD s ;~ a PLACE ,4PP,QOYEO OLUG 2 4 r3 /YwF. I ._ ,Pl/BBE,P G�1S�ET TO ,SLEEVE.4T PL.4.VT - ---- -- - -- - - - - . � J _ FD.P FUTU,PE P /PE I .. _ - -� - - -- T - -• -- i - -'-- -- - -- G'E�S- lE.1/TrfIO,OT.9� _ T 1_ _ _ ' yEi4,IP,S SP.P /�t/G L /it/E Z "TH /C�' - T - - �. _i e� f�l_ .4CE0 /.(/F /ELD L_: - -_- R o /,j s BATH /C,� SLAB j - �,,,� ,•}'`'�' _.v. %!/.PE /iVF. f'L.4CE0 Z" ? ,�..'. o- CL,POFBoTro�L/FACE TYPICAL FLEXIBLE JOINT �;, v. - - -- _T " ► . ,x..`::'1 r`�, :, :5: q' -.., PIPE AT MANHOLES :. Y B.o -POU,P CO�!/G TO 7 2 TO 48 3" "w "BA,PS 3" Z B.4D C /T,4BLE G ///ES� -I -- - ,2EQ ,P UrLJF. LE�t/ TH. �'QU,4L ,S'F.4CE.S ,6.H�,uL -0W --+._ -D� CO�LI!'ACTEDF /LL REDUCING SLAB 0.5x / =s /,wc� ,�L r � 3 PLEA N _q COlif2 — - i •. • - •- _ �Q AL'fGl�t//JL G5(/D. 5 n A C E R 5 Lrl 4C'ES -_ T , I �t/OTE.' `Yh'E,2E T B.4,PS EiC/ @ /s "% 4' -0 STANDARD TYPE C MANHOLE _ C,POit�it/ ELE!/S. C,POAC/5� D.(/ ✓T xz19fe E, BEND N Dow.v,4s /,vviCATEO.voo 54�� TO 144" (INCLUSIVE) SECTION TO BE EQUAL -- 6 rYl /N. C04E,2 �, , I - 8 Th' /C� L E�t/GT/� .4S ,PEA O Ty /,S G 3 PLACED 2 SECTION 3 .vorE,.oLSO ,4���iES To . - -� m G r ; :4 D, 0)0 P1,0111G TD BE 5,411E CL.P. OFBOTTO�f,4CE "- S /ZE;9S /�t/TE,PCEPTED V ji ! , /1/0 / T z s EL 11ff1it/,4TE Z x 4 P,2EC.Q.ST CONE 4eel - 10it/ 0& 7YPE,4 E B /1'lrWIKOZES • • - - - . M A • w w n I I - A 2 6 6 8 8 B ell, ; -, LESS TyA,I/ / /'DEED TD C,?O/Y.V OF sEI�YE,2. BEF0,2E ,PEDUC /�(/G 7FOOT , ti - K DEPTH 01c 4f 6 �C /4e4'&"�P A4�f/ HOLE S6CT /GA1_V, P /PE m0,PT,42E0 IA170' �+ J I ' ° �: - Z 1'TYP. f0,2 .SUPt'0,2T /it/Ci SID ✓l /ST /it/G' BL OC.C�S, �04 V Alto P,2CrXX r &Vr /C4W SECT_11 � ,S .S�4 L. 0AIFORM roasrM DE51(YlQrio,� AS CONSTRICTED Pei of w S �y� ��0 cj WA4,0 � B 8,4,25 ip �Bs�,Ps' sy - - �1` H�2�F� C 76 ov 0.74,47 102 .DA WA feW //, / 916 6 ` STANDARD DROP CONNECTION - - T v�,�.z., THIS DRAWING REDUCED L ; FS+�, /c1S T 1k (I Fc�S T r lik 1 , tr �� �� n ANAL EN ANAL EN r�Nci,s PJC rr /C,�,� ,E'T,4 /L. 72 TO 24 REDUCING SLAB 4$ TO 4 RE'DUCt�IG SLAB �� TO HALF SIZE ► DRAWiN MHER 1DE91e*6— METROPOLITAN ENGINEERS MUNICIPALITY Of M E T R 0 P 0 L I TA N S E TTLE �o FIt.E __.R - -2 0 2 -_� R E N "TON G 3, X,C- BROWN AND cA�DwE�� cAREY AND KRAMER SYSTEM SANITARY SEWER MANHOLES SHEET N�I>M8EFRt' #RAWN SUBMITTED _ — —_ RECOMMENDED `�,S! %�" — 4PPROVED_ r - -APPROVE L) -- -- APPROVE _ AS SHOWN' DEC 1.7vL 3 16 HILL AND INGMAN R w- BECK AND ASSOCIATES -- "" CHECKED-`— Design Engineer Metropol,ron Engineers Project Engineer - troporton E ng ne.ers Chief Engineer Metropo on ngineers For Metropoliton Engineers For Municipolity of Metropolitan Seottie DATE -- --- . OF' —