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HomeMy WebLinkAboutS-071902�t�/ET,PO. STD F2,4iLJE � covEA2 �i fa BL DCL�S � o• 2�0 D/A In ,y xI -p O - �Ereo- sTO. DIMENSIONS & REINFORCING STEEL FOR STANDARD TYPE C MANHOLES - \ F,2.4,t1E E• CD{/E� CONC. DIMENSIONS REINFORCING BARS a u- w BOTTOM SLAB SIDE WALLS TOP SLAB W — W O \ (I T,I (IW,1 +,u�, +, v.1 IISII �,R�I 1��I, 1,`, I� �i / T 4.Z1, q s -- — r.- COrVG .40 ✓UST /�t1G a ° ? A B E F G J o # o � - -- Q # o # - Q -- � -- Q # # o � Q =rL - _ BLOCk'S r54- N- a ENGT N- a ENGTH N a ENGTH N- r�, ENGTH N a LENGTH N 8� LENGTH N- 8� LENGTH N- 8� LENGTH N 8► LENGTI ° 10- 30' 6' -6 7' 4 12" 14" 12" 8" 8 #5 4 =11 04 6' 1 18 "5 4' -11 10"4 6 =11 305 4'-II 4 *5 6'- 1 2 *5 3' -10 2 *5 _3'- 1 4 #5 17'- 7- C,POfli.V ELEI/S. TO 1� PRECAST 31' -50' 6'- 6 7' 7 15" 9 #6 6'- 1 22 #5 7' -2 3:95 6,-1 3' -10 17' 7 2 -O D /,q S7" 10 ' 30' 6` 9 7'- 7 12 ° 8 *5 6'- 4 20 #5 7'- 2 3 #5 6'- 4 4'- 2 18'6 - Tylole z L.9TE,P,4L = 31' -50' 6� 9 7' -10 15" 906 6'- 4 22#5 7'- 5 3 % 6'- 4 4'- 2 18,6 T. L to - \ COrI/.t/ECT /Dit/ a0 _ a 60 10' -30' 7' -0 7' -10 12 9 *5 6'- 7 20 #5 7'-5 4#5 6' 7 4'- 6 19'- 5 FOP,f9 ,PECfSS 1 0 31' -50' 7` 0 8'- 1 15" 1046 6`_ 7 24#5 7'- 8 4 #6 6'7 4'- 6 19'-5 P,QECAST ✓D /it/T P, ' - - - -t -- -- ( STD. 4 -O O /,9. ° 63 10 - 30 7 - 3 8'- 1 12 9 #5 6- 10 2 2'45 7'- 8 4 #5 6-10 4'10 20 -4 p;: ►. 1 ° =- �u � 31 -50 7 -3 8 -4 15 10 *6 6 -10 24 #5 7 -11 4 #6 6 -10 4 -10 20 -4 sH.4LL0�4 TYW 2 -00/.4. :: to .I •' •;: �. . �r, •. • t\,7 -,, , I 1 " 1 , I I 1 66 10!-301 � 7� 6 8� 4 1211 10 #5 71 1 22#5 71 I I 5 #5 7 � 1 51 3 21' 3 O t 5 -3 21 -3 31 -50 7- 6 8 -7 15 I I6 7 - I 26 #5 8 - 2 56 7 - 69 10� 301 7� 9 8� 7 1211 10 #5 71 4 24 #5 8� -2 5 #5 7' 4 5-7 221 -2 N, 141 h I � o /i 1' 31' 50 7� 9 8'10 15„ 11 *6 7� 4 26 #5 81- 5 5 #6 71- 4 5- 7 22 2 BASE - SECTION ,� ''� 72 10 -30 8 -0 8 -10 12 10 *5 7 -7 24 #5 B -5 6 05 7 -7 5'- 11 23'- 1 •�- O D 4. 1 I I II ,I 11 II , , , I I I 1 1 �I� 31'-50 8 -0 9- 1 12 14 IS 8 12 #6 4 -II 7 -7 28 #5 4 -II 10 #4 8 -8 6 #6 4'- II 7 -7 5 -11 3- I 23-1 w 78" 10' -30' 8' 8 9' -7 13" 15 14" 12" 10 #5 5'- 7 8- 3 3095 5L7' 12 *4 9'-2 6#5 5' -7 8'- 3 7-3 3' -8 24' -11 kN p t\ O y/p,P/,q,Z / 1 31 -50 8' -8 9L 8 15 12 #6 6 #4 8'- 3 30#5 9'- 3 6 #6 8'- 3 7'- 3 4 5 24' -I I I J i W I " .. I ' I 1_ ,I * I Y 1 * I = # I i 84 10 -30 9 -2 10 I 14 10 5 7 4 -9 32 9 -8 -9 I 26 -9 Q � � �: TOP H.9LFOFf' /PE TO BE I SHELf, SLOPE / " kllt # 8 #5 7 # 5 8 7 I 6 5 31-50' 9' 2 10 '-2 13" 15" 1511 12 6 8'- 9 32 5 9- 9 T 6 8-9 3 � 8 26� 9 �'/41aeUR -- 1AIS1,0F 4F/ // B,CrV vZ*�(/ TY!' /C,4L L,4T£,2,4L - 90" 10� 30' 9� 10 10' 9 14" 16" 14" 10 #5 9'- 5 26 #6 10' 4 7 X15 9' -5 3 =10 28' -7 ' N \ - _ ' ` : I I I I 11 # + � 1 � 1 O EL�EJ'TOBEPL.4ST,We,0 >�' -7 W j` t a o ff• 31 -50 9 -10 10 -10 15 12 6 9- 5 26A6 10- 5 7 6 9`- 5 28 -7 - SLOPE S�IODTf1 /Y /TH�IG�TA2. ,� - - - -- �'• , • p I� •• ,; / r � ' • I •.�.,0 11 I 1 1 1 ,� 11 # I # I I r M / �? a tI' °.I' + \ == o I' I,o 96 10 -30 10 -4 II -3 14 II 5 9 -II 28 6 10 -10 8115 9 -II 30 -5 TyP /C.4L FD,P.4LL r'' . ='1 0 'ti ( 31 -50' I I u " u # # /L1.4.(/HOLES _ -- h,� V_I, 1P� 1•D' 10 -4 II -4 14 16 15 13 6 9 -II 28 6 10 -I1 7 6 9 -II 30 -5 5.�1 /�t . -- '':' •�' 'i" ' 1 I I ' �' ' I 1• ` Qi , I. 10211 10'-30' 11= 0 11110 15 17" 14" 11 *5 10'- 7 32 #6 if 5 10#4 10� 7 32' -3 N. ° 1 ' - _- ' -- - = ' : - • 1 f 31'- 50' 11' 0 11' -11 15 ° 1406 704 10'- 7 32#66 12 #4 11'- 6 8'06 10=7 3 =10 32-3 �; 0'- I I O � - � - �j• t �rl , • � -. D `O, 1_ • i � I w 1 q I , I I 11 � I �1 0o I _ , I liV`l Vp\ o. l• _ "/ -0 108 101 -301 1 I L 6 12' 4 11 1411 12115 5 5 11'- 1 3611`6 14 *4 11 11 If 4 III 1 3 � I I 34� 31 -50 11-6 12 -5 15 17 15 14 #6 11 -1 3616 12 -0 9 #6 II -I 3 -II 34 -1 w _ - .. " 1 1 1 1 " 11 " °- '� _ ,� !f ° 120 10 =30 12 -8 13 -6 16 18 14 13 *5 12' 3 42#6 13'- 1 12 #4 12' 3 4'- 1 37 =9 ACCfPT,4BLEFLEX /BLE =t i' �Yt• er' P •= 31' -501 12� 8 13� 7 16" 18" 15" 15 6 # t1 # * ' - _L -; -: -= ' ;%'�' A . 1. I, - -� - - l' h �- r� �. o.. , .� t 5 5 12 -3 42 6 14 4 13 - 2 I I 6 12 -3 4 - 1 37 -9 7-- ✓D /�t/T FO,P -' - = - II I 1 I 1 II 11 1 I , ' GbR'ALL �° /fESTO.N.H. .'4`' 1 1.: • 6 132 10 -30 13-10 14 -8 17 19 14 16 #5 6 #5 13 -5 50 #6 16 #4 14 -3 13#4 13' 4' -2 41 -5 �•' /f Y,, ••t ••• •.P''••',t •..f..' ^. .. .. 1 c 1 1 1 1 11 It 11 31 -50 13 -10 14 -9 17 19 15 16 6 13-5 .5016 14 -4 12416 13 -5 4'- 2 41 -5 S- Q 7 - /O 11 1 1 1 I 11 11 11 d 1 1 1 �.� 144 10 -30 15-0 15-10 18 20 14 15 #6 14' -7 407 7 15 - 5 14 #4 14 -7 4 - 3 45'- 1 nRECAST CC/VC,- 311 -50' 15'0 15'11 18'1 20" 15" 12" 17 #6 5' -7 605 14' -7 40 «7 5' -7 16 *4 15' 6 13 #6 5' -7 4 *5 14� 7 2#5 7'- I I 2#5 4' -3 6 #5 45' -1 - BASE —PLAN AA36' (OPr /OwAL) STANDARD TYPE ,A PRECAST MANHOLE,.', TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE ` ,elsEQ x# -,o-T TOBE STD. *4 P" TO 21" (INCLUSIVE) DETAIL 24" TO 48" (INCLUSIVE) T�E,�, � /rvc�urB,Ias� 72" TO 48" REDUCING SLAB J -,P /S�Q Sh,�FT TO BE.STD..HH. TXPE A, !Y /1�y0!/T EQSE .-- "Q ~BASS SP DT E�f/D /Y /TH r /V .flET.4L ,Q,vG - ...� "Z ~8,WX!ACEE�l.06.CE Lop IF Li 'osw 4LL 71, ,0"¢BA1. H': h FLEX /BLE ✓O /�G'T- - f� /FEE 3 /is QELLS �1.4Y BE C.4sl /,!/ �_ �r °- CDI/�' fY.4LL /�G4S'lEAD _- .-- t- -•- - -- - SEE DET14 /L _ c,� d � - ,�' � } ^� 4a y4 ,v4f4 ..FILED .�11T - �- _ - -- - � .._ •_ _ _ � a . �; f � . U jj ' h 2 - --- -,� Gz - � I � G2 � �,� � 1 ! j I f ._ , ,Pl/BBE,Q G;QS,IC�ET Ira I ZZ& PE•4rlol/"T - - - t ►� - Q d � M 0 T _ O �,. TYPICAL FLEXIBLE FLEXIBLE JOT IN fl _ .,' 'V •�J '1 t� o t I _' r- M M •>j'�,`!x•t•t•'I. '�,�i': ",a � l PIPE AT MANHOLES " a y Y B�.S W BA.2S Z B4,PS. TABLE ,:-?W -S' 1 "7 " BACS ellee4lWe 1146 lerlY ' r G2 t EQUAL sf ocEs 5 x 1,3 HOOP E.QU,4L ZA 0 24 o "e' R.4'a .S/'L /CES. Sf�AC,RS s�acES PLAN Ca /5"o�C 4 ,_ O �oTZ f�Yh'EAee T Ewes E.V - - - -- - - - 2 "ryp ceo,4cH ov ✓r. s«-E-v"r; eE,vv STANDARD TYPE C MANHOLE 0O.vt/,4S 14VIC,'41"ED 5411 T0144 " � NCLUSl V zzx1sTy ox AeeQO r///,r SECTION 2 S E C T I O N' � .o.�oZ /Es TQ G 2 i G 2 - X ~.944s _ "y "B.o,�s �' � � i TI `•--; r- I � _ mss, ,,.saes Cl.P DFBQTTLk4F,4CE U "B.++O.QS , EL 11w1 t/,4TE Z X 4 J#PeSe, 4X r fO,VE SECT /OK/ 4XI TYPE ,4 IF B 1Y14x1*QiES 1 2� LESS 7*41 / 9 "DEE.p TO Cleaw1v alc Irlem"le. lgrlocloloezr ,PEDIJe*1XAV 71OOT DEPTH OF 4' 01C 6 �C /E�C!/LA,P /10,4�f/r�'OLE SECT /GLt /S, l/.�E.PEDUC /,(/6 .SG4B • 1 2 ��Ti'P. fO�P SUf3oDQT /.VG ,4D ✓IJST /,V6 BL OC.[�S. 2. �1J.4.UHOL E tSTEPS ,4,PE �t/OT ,�EQU /,PED. APO vEeT /C.4L SECT /D�(/S 1r0 CO,t/FD,E'�tf TO .9 S. T. 4l. DES /6•c%aT /O,U C76 aA1711- TEXUTAT /YE ov,4sll • -RIV14.. SPECS' .p.PE.4PP.20!/ED. CQ[/TAC�.aCTGtP TD X11,eW1,r DES /Gd/ 4WaS. rOAe AP10A20viO4 . , ALL ✓O /A/TS, EXCEPT P /PE ✓O/�(/T3 S,�i,4Ll�- b'E tilO�PT,'4� F /LLED , u u �� �� .S .4LL PIJE,S .Sr'>/i4LL BE ,CU/AAC T,r Q' JD 72 TO 24 REDUCING SLAB 48 TO 24 REDUCING SLAB voccrrs Pepe 7XR/c.,4zT,a /L, DESiGNEDEOG METROPOLITAN ENGINEERS M U N I C I PAL I T Y 0"F METROPOLITAN S E �(T T L E DRAWN ^ M BROWN AND C:ALDWELL CAREY AND KRAMER T SCAI_F s 1E3Mi r E i l / ! R r' n ��'� E .OMME J(lEp IrLQ� APGF70vED ' %%Til.fii�- df�FF?JVE_U At'Pf70VF_ � - �n� HII__L AND IN(iMAN R W BECK AND A SOCIATf_5 - AS SHOWN CHECKED L�esigr, Engineer Me,ro(, r>htun h. r�q �ncers Pro�ecr tr -gweer - Me'ropohl,]n Enq i;ear; F--ief Fn inee� Me!� > >ol +nr F_nr)u, E•er; F'Or McT,opolO n Fnginee:rs Fpr Mun"(_iprjhry of P(�etrci 4�olila•, SPl]rfle- \,�J N.CA L-)� WA 1 ,y �<1 AS CONSTRUCTED OFs�^01ST Ef������ E� DATE JULY 69 1964 NAL F i E G 200 DRAWING NUMBER RENTON SANITARY SEWER G 2 SYSTEM E MANHOLES SHEET NUMBER ��TF FEB. 1962 2 f 22 7 •-FZ U// ae" G,2DDYEFOAe , • t", — .o/PE.ffa&'T, ezo 1&7. ! 1� 1 \ • PLACE ,4PP,201/ED PLUG - _ c- OR A7/T/J�' P/�E VO,er,4,e D.4A4 1441E,12T TO - - " -T - -- - --- -- - -- - - - -� - -� ' , -J 8 "7H4reSLA8 /'vCQ(/C 10(9Z1,0 6*0AIC A0 ,6 '!4 o i - - C'OiIIPACTED F✓LL covfe - n ! To BE EQ!/.4L , ' ; \- 6 "tit /A/. r0AC,0 1 I � b � I - -:. • : D,POP P /P /�(/6 TOBE 5.4�1fE 1 1 - = , .'.• S /ZE" :4S /�!/TEA2CEAlED �' '1•� _ D p- - - - - J 1 ::.:. ,_• a �.. P /PEtiIQ.PT.Q,QEO .GNTG� . _ n. .. 4446oe.CL Gig' Ao" STANDARD DROP CONNECTION 72" TO 48" REDUCING SLAB J -,P /S�Q Sh,�FT TO BE.STD..HH. TXPE A, !Y /1�y0!/T EQSE .-- "Q ~BASS SP DT E�f/D /Y /TH r /V .flET.4L ,Q,vG - ...� "Z ~8,WX!ACEE�l.06.CE Lop IF Li 'osw 4LL 71, ,0"¢BA1. H': h FLEX /BLE ✓O /�G'T- - f� /FEE 3 /is QELLS �1.4Y BE C.4sl /,!/ �_ �r °- CDI/�' fY.4LL /�G4S'lEAD _- .-- t- -•- - -- - SEE DET14 /L _ c,� d � - ,�' � } ^� 4a y4 ,v4f4 ..FILED .�11T - �- _ - -- - � .._ •_ _ _ � a . �; f � . U jj ' h 2 - --- -,� Gz - � I � G2 � �,� � 1 ! j I f ._ , ,Pl/BBE,Q G;QS,IC�ET Ira I ZZ& PE•4rlol/"T - - - t ►� - Q d � M 0 T _ O �,. TYPICAL FLEXIBLE FLEXIBLE JOT IN fl _ .,' 'V •�J '1 t� o t I _' r- M M •>j'�,`!x•t•t•'I. '�,�i': ",a � l PIPE AT MANHOLES " a y Y B�.S W BA.2S Z B4,PS. TABLE ,:-?W -S' 1 "7 " BACS ellee4lWe 1146 lerlY ' r G2 t EQUAL sf ocEs 5 x 1,3 HOOP E.QU,4L ZA 0 24 o "e' R.4'a .S/'L /CES. Sf�AC,RS s�acES PLAN Ca /5"o�C 4 ,_ O �oTZ f�Yh'EAee T Ewes E.V - - - -- - - - 2 "ryp ceo,4cH ov ✓r. s«-E-v"r; eE,vv STANDARD TYPE C MANHOLE 0O.vt/,4S 14VIC,'41"ED 5411 T0144 " � NCLUSl V zzx1sTy ox AeeQO r///,r SECTION 2 S E C T I O N' � .o.�oZ /Es TQ G 2 i G 2 - X ~.944s _ "y "B.o,�s �' � � i TI `•--; r- I � _ mss, ,,.saes Cl.P DFBQTTLk4F,4CE U "B.++O.QS , EL 11w1 t/,4TE Z X 4 J#PeSe, 4X r fO,VE SECT /OK/ 4XI TYPE ,4 IF B 1Y14x1*QiES 1 2� LESS 7*41 / 9 "DEE.p TO Cleaw1v alc Irlem"le. lgrlocloloezr ,PEDIJe*1XAV 71OOT DEPTH OF 4' 01C 6 �C /E�C!/LA,P /10,4�f/r�'OLE SECT /GLt /S, l/.�E.PEDUC /,(/6 .SG4B • 1 2 ��Ti'P. fO�P SUf3oDQT /.VG ,4D ✓IJST /,V6 BL OC.[�S. 2. �1J.4.UHOL E tSTEPS ,4,PE �t/OT ,�EQU /,PED. APO vEeT /C.4L SECT /D�(/S 1r0 CO,t/FD,E'�tf TO .9 S. T. 4l. DES /6•c%aT /O,U C76 aA1711- TEXUTAT /YE ov,4sll • -RIV14.. SPECS' .p.PE.4PP.20!/ED. CQ[/TAC�.aCTGtP TD X11,eW1,r DES /Gd/ 4WaS. rOAe AP10A20viO4 . , ALL ✓O /A/TS, EXCEPT P /PE ✓O/�(/T3 S,�i,4Ll�- b'E tilO�PT,'4� F /LLED , u u �� �� .S .4LL PIJE,S .Sr'>/i4LL BE ,CU/AAC T,r Q' JD 72 TO 24 REDUCING SLAB 48 TO 24 REDUCING SLAB voccrrs Pepe 7XR/c.,4zT,a /L, DESiGNEDEOG METROPOLITAN ENGINEERS M U N I C I PAL I T Y 0"F METROPOLITAN S E �(T T L E DRAWN ^ M BROWN AND C:ALDWELL CAREY AND KRAMER T SCAI_F s 1E3Mi r E i l / ! R r' n ��'� E .OMME J(lEp IrLQ� APGF70vED ' %%Til.fii�- df�FF?JVE_U At'Pf70VF_ � - �n� HII__L AND IN(iMAN R W BECK AND A SOCIATf_5 - AS SHOWN CHECKED L�esigr, Engineer Me,ro(, r>htun h. r�q �ncers Pro�ecr tr -gweer - Me'ropohl,]n Enq i;ear; F--ief Fn inee� Me!� > >ol +nr F_nr)u, E•er; F'Or McT,opolO n Fnginee:rs Fpr Mun"(_iprjhry of P(�etrci 4�olila•, SPl]rfle- \,�J N.CA L-)� WA 1 ,y �<1 AS CONSTRUCTED OFs�^01ST Ef������ E� DATE JULY 69 1964 NAL F i E G 200 DRAWING NUMBER RENTON SANITARY SEWER G 2 SYSTEM E MANHOLES SHEET NUMBER ��TF FEB. 1962 2 f 22 7