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HomeMy WebLinkAboutS-070604it a = NZN�i �u O J v� 2� WZ �o 0 0 5 "MIN. O� PRECAST CONC. BASE (OPTIONAL) METRO STD. N i FRAME 8 COVER CROWN ELEVS. TO • _ MORTAR BE EQUAL � CONC. ADJUST /NG TYP LATERAL 6. ,: o ONNECT /ON BLOCKS .. FORM RECESS TO 2L 0 D /A. MATCH PRECAST I! JD/NT I . I o J — -- °..I I : !: � SEE DETAIL A13 : ACCEPTABLE o CONNECT /ON 40,i Z 4'0D /A. �W BASE - SECTION W OL METRO STD DIMENSIONS a REINFORCING STEEL FOR STANDARD TYPE C MANHOLES FRAME 8 COVER r1t MUNIC PALITY OF -7 METR0PO'L,ITAN REINFORCING BARS Q^ = CONC. DIMENSIONS �r BOTTOM SLAB SIDE WALLS TOP SLAB Id- 3d 50' CONC. ADJUSTING w 0 z „ „ T ., r, W „ „ r, ., V �, �� S .. „ R „ „ X .. .. Y „ It Z — BLOCKS o A B E F G J N_ a LENGTH N° a - LENGTH N° a # LENGTH N °a # LENGTH N° a # LENGTH N°8k # LENGTH N° a * LENGTH N °a # LENGTH N °a # LENGTH TYPICAL BELL TYP /CAL RUBBER CAST FOR FLEXIBLE GASKET JD /NT. O *`• z 4' 11 10 #4 6' II 3 #5 4' -II 4 #5 13" 6' -I 2 #5 12" 3' -10 2 #5 3' -I 30015 4 #5 1T7 PRECAST 54' 10' -3d 6' -6 7' -4 12" 14' 121'1 8" 8 #5 4� 11 6 4 6'-I 18 #5 2� 0DIA. SLAB 31'- 50' 6' -6 7' -7 15 9 6 3' -8 24' -I I 6' -1 22 *5 7' 2 3# 5 31'- 50' 6' -1 9' -8 3' -10 15" I2# 6 6#4 8' -3 17L7 57 10'- 30 6-9 7 -7 127 845 9'-3 6 -4 20 #5 7 -2 3#5 4# 5 6 -4 ; ;: 4 -2 " 18 MAX. I _ ` SHELF SLOPE, _ ,.i 18 -6 -6 :, �, t. ' : ', : •':. 31'- 50' 6' -9 7' -10 15" 9 * 6 9� 2 Id- I 6' -4 22 #5 10# 5 7' -5 3#6 32# 5 6' -4 7 * 5 4 -2 8 -9 7- 11 18' . 60" Id- 30' 7' -0 7' -10 12" 9#5 ' 26 -9 TOP HALF OF PIPE TO B I ( 6-7 20 #5 : ; /N /2" 7' -5 ' 4#5 # 31 -50 9 -2 6' -7 �� 13 ,� 15 4' -6 4' -6 12 #6 8 -9 324 5 19 -5 14 -5 31'- 50' 7' -0 6-1 15" 10# 6 7 #6 6' -7 24 *5 7 8 4 6 3 =8 26=9 6' 7 T UR REMOVED TO CON 0 I TYPICAL LATERAL s STD. 4.0 DIA. ' 63 Id -30 7-3 8 -I 12' 9 #5 6 -10 225 7 -8 4 #5 6 -10 4 -10 20-4 ' HALLOW TYPE 26'D /A. 31'- 50' 7� 3 8' -4 15" 10 6 6' -10 24# 5 7' -11 4#6 6' -10 4' -10 20' -4 66" 10'- 3d 7' -6 8'-4 12 100 5 7 -1 22 *5 7' -11 5 # 5 # 7' -1 -1 5' -3 5-3 21'3 21' -3 31'- 50' 7' -6 8' -7 15" 11-# 6 7' I 26# 5 Y -2 5 6 7' 69" Id- 3d 7� 9 8' -7 12" 10# 5 7L4 2445 8' -2 5 # 5 7� 4 5' -7 22' -2 -2 _ 31'- 5d 7' -9 8' -10 15 11 #6 7L4 26# 5 8'-5 5 * 6 7'4 5-7 22' MORTAR OF /NS /DE OF M.H. BROKEN , - ;.; : �� ;'::;,e: _ 9d' 10'• 30' 9' -10 Id-9 14" 16''' 14" 10# 5 9 -5 26 #-6 10 -4 7# 5 9 -5 3 t0 28 -7 CONNECT /ON �I = "" SLOPE ■ r1t MUNIC PALITY OF -7 METR0PO'L,ITAN ` :r': 6!0 0 1A. ' ' •' t)PAWN ____ 72" Id- 3d 50' 8' -0 9 -0 8' -10 -1 12" 14" 12" 15" 8" 10# 5 12# 6 4' -11 w Mc,rppol.roi� 7' 7 7� 7 24 *5 28# 5 4' -11 10# 4 8' -5 8'-8 6# 5 6# 6 4'-II tk: 7 -7 7' -7 5 -I I 5' -I I 3'- I 2�- I 23' -I TYPICAL BELL TYP /CAL RUBBER CAST FOR FLEXIBLE GASKET JD /NT. O *`• z 0" 78" 31'- 10'- 30' 8'- 8 9' 9'- 7 13" 15" 14" 12" 10# 5 5'- 7 g -3 30015 5'- 7 12 4 9'- 2 6 5 5' -7 8,-3 7L3 3' -8 24' -I I JOINT. I I MORTAR 31'- 50' 8' -8 9' -8 15" I2# 6 6#4 8' -3 3005 9'-3 6#6 8' -3 7' -3 4# 5 24-I ; ;: " 18 MAX. I _ ` SHELF SLOPE, _ ,.i 84" 10"- 3d 9� 2 Id- I „ 14�� 10# 5 7#4 4 8' -9 32# 5 , _ 9 8 7 * 5 8 -9 7- 11 l 6 5 ' 26 -9 TOP HALF OF PIPE TO B I ( : ; /N /2" 31 -50 9 -2 10-2 �� 13 ,� 15 15 12 #6 8 -9 324 5 9' -9 7 #6 8' -9 3 =8 26=9 T UR REMOVED TO CON 0 I TYPICAL LATERAL . MORTAR OF /NS /DE OF M.H. BROKEN , - ;.; : �� ;'::;,e: _ 9d' 10'• 30' 9' -10 Id-9 14" 16''' 14" 10# 5 9 -5 26 #-6 10 -4 7# 5 9 -5 3 t0 28 -7 CONNECT /ON �I = "" fUGtS /U tlt YLfIS/th'- £O SMOOTH WITH — — MORTAR. TYP /CAL i OF ALL MANHOLES Z , I= ` : ° 1 t: •': 31'- 50' V -10 10 -10 15 12# 6 9-5 26 *6 10-5 7 # 6 9 -5 I%. Q� 'oj "� I o.: I :I r' 96" 10' -30' 10' -4 II'3 14" 11 #5 Y -I1 28 #6 10' -t0 8 #5 9'-II 30' -5 U W�, •• , f Q 31'-5d 10'-4 11'-4 14" 16" 15" 13* 6 9' -i 1 2846 10' 11 7 6 9 -I i O I I - ' • I I.: 102" 10'- 3d I I' -O I I'10 15" 17" 14" 11 * 5 10' -7 32* 6 1 I'- 5 10# 4 10' -7 32= 3 * _ - `I:• 31'- 50' 11'-0 II' -II 15 144 6 7#4 10'-7 32V-6 12 *4 11'-6 8 6 Id -7 3-10 32'-3 J pZ "I I • V I 108 Id -30 1I -6 12 -4 14 12 #5 5 #5 II -1 36 #6 14#4 1I II I1#4 1I I 3 II 34' -I 31'- 50' 11 -6 12L-5 15" 17" 15" 14# 6 1 1' -1 36* 6 12' -0 9 # 6 I I'- I 3' -I I 34'- I BELLS SHALL BE ' ;� I : �;.. ;� I , CAST INTO PRE- ��j 0 ? {_ . '.i ` : I 'i''' 120" 10'- 30' W-8 13=6 16" 18" 14' 1345 12' -3 42 #6 13- I 12 # 4 12' -3 4'- 1 37 -9 CAST MANHOLE - FOR AN ACCEPTABLE • ' L — = - = -"`'s' ' = — -= - --1 . 31'-5d I2 -8 13 -7 16 18 15 15# 6 5* 5 12 -3 42 6 14 4 13-2 I I 6 12' -3 BASE BY MANHOLE FLEX /BLE JOIN a ::� , : :G ; = e; ' :: ,. ;, • 132" 10'- 30' 13=10 14' -8 17" 19" 14" 16* 5 6# 5 13� 5 50 *6 16 *4 14'-3 13 4 IS -5 4' -2 41' -5 MANUFACTURER _ _ ALTERNATE, SEE 311- 50' 13=10 14' -9 17" 19" 15" 16# 6 13'-5 506 14' -4 12# 6 13' -5 4' -2 41' 5 DETAIL BELOW. 7-I0 PRECAST CONC. 144 10� -30 15� 0 15-10 18�� 20 14" �� 15# 5 � 14 -7 404' 7 � 15_5 14 *4 � 14� -7 4'x_3 45�_I PREcAsr coNL)� 31 -5d' 15 -0 15-11 18 20 15 12 17 #6 5 -7 6 #5 14 -7 40 *7- 5 7 16#4 15-6 13 #6 5 -7 4#5 14 -7 2 * 5 7'II 2 #5 4'-3 6 #5 46-1 BASE BASE PLAN RISER SHAFT TO E STD. M.H. RISER SHAFT TO BE STD. M.H. TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE TYPE A, WITHOUT BASE TYPE A. WITHOUT BASE "Y"BARS o 'X "BARS DETAIL 24" TO 48" (INCLUSIVE) "R"BARS I - I , I 1= 's "eARs STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) FINISH GRADE GROOVE FOR 48 M.H. SECT /ON PIPE MORTARED INTO i W BARREL OF M.H. l \ �\ i� PLACE APPROVED PLUG Q FOR FUTURE PIPE MORTAR DAM INVERT TO SPRING LINE 2 "THICK- ----_' 8 " THICK SLAB .. 9;:. W/REINF. PLACED ?"CLEAR OF .. • , REVERSE WYE BOTTOM FACE SP /GOT L ENGTH t 2" "Z "BARS 6 MIN /MUM "CLEAR . WALL OF MH. •� SIN % "M /N. SIZED STL JO /NT SLEEVE -4 5 /g "0 BARS 3760 2 x 4 13/ WWF FASTENED TO SLEEV AT PLANT CEMENT MORTAR PLACED IN FIELD D ASPHALT JOINT FILLER P /PE RUBBER GASKET 11 I TYPICAL FLEXIBLE JOINT ,. POUR CONC. TO 72" T O 48" 6 "M /N. CONC. o► I j .:;;' Cl�1LIPACTEO F/LL REDUCING S L A B COVER I o. OR ORIGINAL GND. �= ��I • ' F 2" TYP 1 i 6. 'MIN. COVER c » I , _ B THICK S� AB W /RE /NF I I ° PLACED 2 CLEAR OF I ' = DROP PIPING TO BE SAME SIZE AS INTERCEPTED BOTTOM FACE-­\ _ �► �o I _ SEWER - PIPE MORTARED INTO BARREL OF M H. DETAIL 3 -518"0 BARS I STANDARD DROP CONNECTION ,./ FLEX /BLE JOINT SEE / DETAIL �T "BARS .A i� SA'GOT END WIT!•/ ACCEPTABLE R -4 JT , "R "BARS = _ PRECAST CONE OR oR v 1 .c avrA SLOPE ■ ■ MUNIC PALITY OF -7 METR0PO'L,ITAN I "/N /2" METROPOLITAN ENGINEERS t)PAWN ____ BROWN AND CALDWELL CAREY AND KRAMER ,.l.itiMiTTED RFC(JMME(vOEU- F nFFkr )VtU- � l" .0 CHECKED_R, -CPV__ HILL AND INCiMAN R W BECK AND ASSOCIATES _ __ Des. n rc in _r Merro .olir�n F n. in ter •, 9 E Ee _ Prc„ecr En one r - Me'�o ,oi�lo�� F r. rec�, q q Chef �nP - P�prr . ;pl.inr, F -ny ,c e� °. q F w Mc,rppol.roi� ..• tk: z 0" a- rw 'AN V1111ANXIF, 5!-4 _ fUGtS /U tlt YLfIS/th'- £O SMOOTH WITH — — MORTAR. TYP /CAL i OF ALL MANHOLES Z , I= ` : ° 1 t: •': 31'- 50' V -10 10 -10 15 12# 6 9-5 26 *6 10-5 7 # 6 9 -5 I%. Q� 'oj "� I o.: I :I r' 96" 10' -30' 10' -4 II'3 14" 11 #5 Y -I1 28 #6 10' -t0 8 #5 9'-II 30' -5 U W�, •• , f Q 31'-5d 10'-4 11'-4 14" 16" 15" 13* 6 9' -i 1 2846 10' 11 7 6 9 -I i O I I - ' • I I.: 102" 10'- 3d I I' -O I I'10 15" 17" 14" 11 * 5 10' -7 32* 6 1 I'- 5 10# 4 10' -7 32= 3 * _ - `I:• 31'- 50' 11'-0 II' -II 15 144 6 7#4 10'-7 32V-6 12 *4 11'-6 8 6 Id -7 3-10 32'-3 J pZ "I I • V I 108 Id -30 1I -6 12 -4 14 12 #5 5 #5 II -1 36 #6 14#4 1I II I1#4 1I I 3 II 34' -I 31'- 50' 11 -6 12L-5 15" 17" 15" 14# 6 1 1' -1 36* 6 12' -0 9 # 6 I I'- I 3' -I I 34'- I BELLS SHALL BE ' ;� I : �;.. ;� I , CAST INTO PRE- ��j 0 ? {_ . '.i ` : I 'i''' 120" 10'- 30' W-8 13=6 16" 18" 14' 1345 12' -3 42 #6 13- I 12 # 4 12' -3 4'- 1 37 -9 CAST MANHOLE - FOR AN ACCEPTABLE • ' L — = - = -"`'s' ' = — -= - --1 . 31'-5d I2 -8 13 -7 16 18 15 15# 6 5* 5 12 -3 42 6 14 4 13-2 I I 6 12' -3 BASE BY MANHOLE FLEX /BLE JOIN a ::� , : :G ; = e; ' :: ,. ;, • 132" 10'- 30' 13=10 14' -8 17" 19" 14" 16* 5 6# 5 13� 5 50 *6 16 *4 14'-3 13 4 IS -5 4' -2 41' -5 MANUFACTURER _ _ ALTERNATE, SEE 311- 50' 13=10 14' -9 17" 19" 15" 16# 6 13'-5 506 14' -4 12# 6 13' -5 4' -2 41' 5 DETAIL BELOW. 7-I0 PRECAST CONC. 144 10� -30 15� 0 15-10 18�� 20 14" �� 15# 5 � 14 -7 404' 7 � 15_5 14 *4 � 14� -7 4'x_3 45�_I PREcAsr coNL)� 31 -5d' 15 -0 15-11 18 20 15 12 17 #6 5 -7 6 #5 14 -7 40 *7- 5 7 16#4 15-6 13 #6 5 -7 4#5 14 -7 2 * 5 7'II 2 #5 4'-3 6 #5 46-1 BASE BASE PLAN RISER SHAFT TO E STD. M.H. RISER SHAFT TO BE STD. M.H. TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE TYPE A, WITHOUT BASE TYPE A. WITHOUT BASE "Y"BARS o 'X "BARS DETAIL 24" TO 48" (INCLUSIVE) "R"BARS I - I , I 1= 's "eARs STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) FINISH GRADE GROOVE FOR 48 M.H. SECT /ON PIPE MORTARED INTO i W BARREL OF M.H. l \ �\ i� PLACE APPROVED PLUG Q FOR FUTURE PIPE MORTAR DAM INVERT TO SPRING LINE 2 "THICK- ----_' 8 " THICK SLAB .. 9;:. W/REINF. PLACED ?"CLEAR OF .. • , REVERSE WYE BOTTOM FACE SP /GOT L ENGTH t 2" "Z "BARS 6 MIN /MUM "CLEAR . WALL OF MH. •� SIN % "M /N. SIZED STL JO /NT SLEEVE -4 5 /g "0 BARS 3760 2 x 4 13/ WWF FASTENED TO SLEEV AT PLANT CEMENT MORTAR PLACED IN FIELD D ASPHALT JOINT FILLER P /PE RUBBER GASKET 11 I TYPICAL FLEXIBLE JOINT ,. POUR CONC. TO 72" T O 48" 6 "M /N. CONC. o► I j .:;;' Cl�1LIPACTEO F/LL REDUCING S L A B COVER I o. OR ORIGINAL GND. �= ��I • ' F 2" TYP 1 i 6. 'MIN. COVER c » I , _ B THICK S� AB W /RE /NF I I ° PLACED 2 CLEAR OF I ' = DROP PIPING TO BE SAME SIZE AS INTERCEPTED BOTTOM FACE-­\ _ �► �o I _ SEWER - PIPE MORTARED INTO BARREL OF M H. DETAIL 3 -518"0 BARS I STANDARD DROP CONNECTION ,./ FLEX /BLE JOINT SEE / DETAIL �T "BARS .A i� SA'GOT END WIT!•/ ACCEPTABLE R -4 JT , "R "BARS = _ PRECAST CONE OR oR v 1 .c avrA =J VERTICAL SEC /O {� 'Z "BARS. TABLE GAES REOD IN FULL MORTAR BED, 3� W BARS 3 CIRCUMFERENCE LENGTH. LAP I NY "BARS T BARS STRIKE JOINTS FLUSH S BARS EQUAL 24 d FOR ALL SPLICES. EQUAL SPACES SPA CES M rE- WHERE T BARS ENCROACH A 4' -D ON JT. SLEEVE, BEND DOWN AS VERT /CAL SECTION # 5x /' 3 INDICATED B ADD LENGTH AS p L A N P SPACERS REOD TH /S NOTE I 6"TYP. Q /5 "0%. SECTION 2 ALSO APPLIES TO STANDARD TYPE C MANHOLE SECTION SECT 0 3 "U' BARS, " TO 144" (INCLUSIVE) 3 NOTES 54 I. WHEN CLEAR HEIGHT INSIDE MANHOLE IS LESS THAN 7 FEET, PLACE ADJUSTING BLOCKS D /R- 6. METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RESIN COATING, PITT CHEM. TA RISE T OR 2 MANHOLE STEPS ARE NOT* REOU /RED. INERTOL PDXI TAR, 15 MIL MIN. THICKNESS. 3 PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPAW 102 � XCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBM /T DESIGN DRAWINGS FOR APPROVAL. 2»T° 4. ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED. MORTAR SHALL BE MADE OF ONE PART PORTLAND CEMENT AND ONE AND ONE HALF PARTS CLEAN MASONRY SAND BARS 2 5 ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FL EXIBL E JOINTS PER TYPICAL DETAIL. 72" TO 26" REDUCING SLAB 48" TO 26" REDUCING SLAB ■ ■ MUNIC PALITY OF -7 METR0PO'L,ITAN i1F - METROPOLITAN ENGINEERS t)PAWN ____ BROWN AND CALDWELL CAREY AND KRAMER =J VERTICAL SEC /O {� 'Z "BARS. TABLE GAES REOD IN FULL MORTAR BED, 3� W BARS 3 CIRCUMFERENCE LENGTH. LAP I NY "BARS T BARS STRIKE JOINTS FLUSH S BARS EQUAL 24 d FOR ALL SPLICES. EQUAL SPACES SPA CES M rE- WHERE T BARS ENCROACH A 4' -D ON JT. SLEEVE, BEND DOWN AS VERT /CAL SECTION # 5x /' 3 INDICATED B ADD LENGTH AS p L A N P SPACERS REOD TH /S NOTE I 6"TYP. Q /5 "0%. SECTION 2 ALSO APPLIES TO STANDARD TYPE C MANHOLE SECTION SECT 0 3 "U' BARS, " TO 144" (INCLUSIVE) 3 NOTES 54 I. WHEN CLEAR HEIGHT INSIDE MANHOLE IS LESS THAN 7 FEET, PLACE ADJUSTING BLOCKS D /R- 6. METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RESIN COATING, PITT CHEM. TA RISE T OR 2 MANHOLE STEPS ARE NOT* REOU /RED. INERTOL PDXI TAR, 15 MIL MIN. THICKNESS. 3 PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPAW 102 � XCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBM /T DESIGN DRAWINGS FOR APPROVAL. 2»T° 4. ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED. MORTAR SHALL BE MADE OF ONE PART PORTLAND CEMENT AND ONE AND ONE HALF PARTS CLEAN MASONRY SAND BARS 2 5 ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FL EXIBL E JOINTS PER TYPICAL DETAIL. S E A/T TL F7 NO SCALE For Murw i(nilii j ,:• V- .'•",r�000', -a,0' t. AS CONSTRU CTE D .DATE JINN 10)(09 TUKWILA INTERCEPTOR ;„ E R 2I8 B_- R E NTON SYSTEM SANITARY SEWER MANHOLES DATE �IUNE 19.67 R F /�C' 72" TO 26" REDUCING SLAB 48" TO 26" REDUCING SLAB -Irl/ MUNIC PALITY OF -7 METR0PO'L,ITAN i1F - METROPOLITAN ENGINEERS t)PAWN ____ BROWN AND CALDWELL CAREY AND KRAMER ,.l.itiMiTTED RFC(JMME(vOEU- F nFFkr )VtU- � l" .0 CHECKED_R, -CPV__ HILL AND INCiMAN R W BECK AND ASSOCIATES _ __ Des. n rc in _r Merro .olir�n F n. in ter •, 9 E Ee _ Prc„ecr En one r - Me'�o ,oi�lo�� F r. rec�, q q Chef �nP - P�prr . ;pl.inr, F -ny ,c e� °. q F w Mc,rppol.roi� S E A/T TL F7 NO SCALE For Murw i(nilii j ,:• V- .'•",r�000', -a,0' t. AS CONSTRU CTE D .DATE JINN 10)(09 TUKWILA INTERCEPTOR ;„ E R 2I8 B_- R E NTON SYSTEM SANITARY SEWER MANHOLES DATE �IUNE 19.67 R F /�C' wu o -o ��s G /STE��V��cv - W NAL 0_VriNL, ��.iIMfiE R sl 3 'HEFT NUMBER -3 _ o f _I I