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HomeMy WebLinkAboutS-070102p Z ,O 5 "M /N. a METRO STD. a FRAME B COVER :CROWN ELEVS. TO MORTAR r� BE EQUAL _ CONC. ADJUSTING - TYP LATERAL BLOCKS ONNECT /ON = 2�- 0 D /A. �W 4'0DIA. Q$ cn v Z W vo 1 MORTAR — O �• S! OPE_ I'INI2" O PRECAST CONC. BASE (OPTIONAL) I Q` I I 1' \ l - 5= 4 FORM RECESS TO MATCH PRECAST 1 ° I : ' �► JOINT SEE DETA IL Al2 ACCEPTABL E 11� ~ `A`•' ° '' ' CONNECT /ON W Z SECTION BASE _ W METRO STD. FRAME 8 COVER CONIC ADJUSTING BLOCKS 2'0 DIA. STD. 4',O D /A. SHALLOW TYPE 26 D /A. PRECAST SLAB Ilk 6'0 DIA. TYP ICAL BELL TYP ICAL RUBBER o A `• ' CAS T FOR FLEXIBLE GASKET JOINT _ JO /NT. 1 I MORTAR �- - - - -ly 18 " MAX. SHELF - TOP HALF OF PIPE TO B I I SLOA,? REMOVED TO CONTOUR i TYP /CAL LATERAL / /N 12 Of /NS /DE OF MH. BROKEN ^ - _ ONNECT EDGES TO BE PLASTER— ED SMOOTH WITH MORTAR. TYP /CAL OF ALL MQNhIJLES BELLS SHALL CAST INTO PA CAST MANHOL BASE BY MAI MANUFACTUR/ STANDARD TYPE A PRECAST MANHOLE 8" TO 21" ( INCLUSIVE) 11- - 4— � I , 1 J N. MORTAR DAM INVERT TO FINISH GRADE ION REDUCING t- CONIC DIMENSIONS REINFORCING BARS BOTTOM SLAB SIDE WALLS TOP SLAB b o � if BROWN AND (.AL[)WFI_L CARF Y AND rCRAME R �• I U W O •: I •. ; 1 f.; Q� I - to J j1 TW 1 U V to to It 11 1111 11Y11 11211 N° 134 LENGTH N° a = LENGTH N° &# - �WQZ _ .I N° a # LENGTH N°a *t LENGTH N °a LENGTH N °a# LENGTH N °a # LENGTH -FOR AN ACCEPTABLE L FLEXIBLE JO /NT '' L :. = o.:i: :: =�; •_ :: ' . ;; ALTERNATE, SEE 7' -4 1211 14" 1211 DETAIL BELOW. 8 #5 4' -11 6 #4 6' -1 . 4' 11 10 #4 PRECAST CONC 3 #5 BASE- PLAN BASE (OPTIONAL) TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE DETAIL 24" TO 4" E " GROOVE FOR 48" M.H. SECTIONS /_ PIPE MORTARED INTO BARREL OF M.H. m Q PLACE APPROVED PLUG Q FOR FUTURE P /PEA SPRING LINE 2 "THICK -- - - - - - - - - - - - \ lea - - _ - - 8 "THICK SLAB\- 6 "M /N. CONC. COVER — a - N 8 ( INCLUSIV ) R' SP /GOT L ENGTH t 2" „Z, 6 "M/ N /MUM L L f •-2 CLEAR WALL OF MH. 5 b.,M /N % "M /N. SIZED STL ✓O /NT SLEEVE /g BARS 16 ; 2 x 4 /3/ WWF FASTENED TO += SLEf4 AT PLANT (n �Q CEMENT MORTAR PLACED IN FIELD = ASPHALT• JO /NT FILLER P /PE \-- RUBBER GASKET TYPICAL FLEXIBLE JOINT W /RE /NF. PLACED �' REVERSE WYE 2 " CLEAR OF BOTTOM FACE 1 `" �' • ' ° POUR CONC. TO j COMPACTED F /LL ' 1 ' OR ORIGINAL GND. 1 i 6 „M /N. COVER DROP P IPING TO BE SAME SIZE AS INTERCEPTED SEWER PIPE MORTARED INTO BARREL OF MH. STANDARD DROP CONNECTION 72" TO 48” REDUCING SLAB 2" TYP DETAIL 2 8 "THICK S1 AB W /RE /NF PLACED 2 CLEAR OF BOTTOM FACE —­\ 5rf 0 BARS DIMENSIONS 8k REINFORCING STEEL FOR STANDARD TYPE C MANHOLES REDUCING t- CONIC DIMENSIONS REINFORCING BARS BOTTOM SLAB SIDE WALLS TOP SLAB b o a u- j SE TTL BROWN AND (.AL[)WFI_L CARF Y AND rCRAME R A FB E F G J j1 TW 1 U V to to It 11 1111 11Y11 11211 N° 134 LENGTH N° a = LENGTH N° &# LENGTH N °a # LENGTH N° a # LENGTH N°a *t LENGTH N °a LENGTH N °a# LENGTH N °a # LENGTH 54" 10'- 30' 6' -6 7' -4 1211 14" 1211 8" 8 #5 4' -11 6 #4 6' -1 18 #5 4' 11 10 #4 6' 11 3 #5 4' -II 4 #5 6' -1 2 #5 S -10 2 #5 S -1 4 #5 17' 7 31'- 50' 6'- 6 7'- 7 15" 94 6 6'- 1 22#5 7'- 2 3* 5 6' -1 S -10 17'' 7 57" 10'- 30' 6' -9 7' -7 12" 8:4 5 6' -4 20 #5 7t-2 3# 5 6' -4 4' -2 18' -6 31'- 50' 6' -9 7' -10 15" 9#6 6' -4 22 #5 7' -5 3# 6 6' -4 4' -2 18' -6 60" 10'- 30' 7' -0 7t -10 12" 9 # 5 6' -7 20 #5 7'-5 4*P 5 6'-7 4' -6 19' -5 31'- 50' 7' -0 8; 1 15" 1046 6' -7 24 *5 7' -8 4 # 6 6' 7 4' -6 11-5 63 " 10 -30 7 -3 8 -1 12 9 #5 6 -10 22 *5 7' -8 4 #5 6' -10 4' -10 20'-4 31'- 50; 7; -3 8i -4 15 1046 6`-10 24# 5 7' -11 4#6 6; -10 4' -10 { 20'-4 11 66 10 30 7-6 8'-4 12'1 10 #5 7 -1 22#5 7 -11 5#:5 7 -1 5' -3 21L3 31' -50' 7' -6 8' -7 15" 114 7' -I 26#5 8' -2 5 *6 7' -1 5-3 21' -3 69" 10'- 30' 7'-9 8' -7 12" 10# 5 7!-4 24 #5 8' -2 5#5 7� 4 5' -7 22' -2 31'- 5d 7' -9 8' -10 15" 11 # 6 7' -4 26# 5 8' -5 5 # 6 7' -4 5' -7 22' -2 72" id- 3d 8' -0 8'-10 12" IO# 5 7L 7 24 #5 8'- 5 6 # 5 7'- 7 5' 11 2S -1 31 -50 8 -0 9'- 1 12 14 15 8 12 #6 4 -11 7 -7 28 #5 � 4 -11 10 #4 8 -8 6 #6 1 4 -11 7 -7 5 -11 1 3 -1 23 -1 78" 10'- 30' 8' -8 9' -7 13" 15" 14" 12" 10# 5 5' -7 d -3 30 #- 5 5' -7 12 #4 9' -2 6W5 5' -7 8'-3 7L3 S -8 24' -II 31; -5d 8;-8 Y -8 1511 12#6 6 #4 8; -3 30#5 9' -3 6 *6 8'-3 7' 3 4 #5 24' -II 11 84 10 -30 9-2 Id-I 14 10 #5 7 #4 8 -9 32 #5 9' -8 7 #5 8' -9 7 II # 6 5 = 26 9 31'- 50' 9'- 2 10' -2 13" 15" 15" 1246 8' -9 32-4 5 9'- 9 7#6 8' -9 3- 8 ' 26 -9 90" 10'- 30' 9' -10 Id-9 14" 16" 14" 10# 5 Y -5 26 *6 10'-4 7#5 9' -5 3'-10 28 -7 31;- 50 9; 10 10' -10 15;; 12# 6 9' 5 26 #6 10' -5 7#6 9' -5 28' -7 11 96 10'- 301 10 4 11� 3 1411 11 # 5 9'-11 284 6 10'-10 8 # 5 Y -11 30' -5 311- 50, 10'-4 11' 4 �� 14" �� 16" 15" 13# 6 9'-11 284 6 10 =11 7 # 6 9' -I I 30' -5 11 102 10'- 30 11"-0 1 I -10 15 17 14 11 # 5 10 -7 32# 6 11'- 5 10# 4 16 -7 32'- 3 31;- 50' 11'-0 11'--I 1 15;; 14# 6 7'0 4 10' -7 32 #6 12 #4 11-6 8#6 10' -7 S -10 32' -3 „ 108 10- 30 11-6 12 -4 14 1245 5# 5 II -1 36 #6 14#4 11 -11 11 4 I I' -1 S -11 34' -1 31'- 50' 11'-6 12L5 15' 17 15" 14W 6 11'-1 36* 6 12' -0 9 # 6 I i'- I 3' -1 1 34' -1 120" 10'- 30' 12'-8 13L6 16" 18" 14" 13# 5 12' -3 42116 IS -1 12 4 12' -3 4'- 1 37' 9 31;- 50' 12'-8 IS -7 16" 18'' 15" 15# 6 5#5 12 3 42 *6 111 IS- 21 1 I # 6 12' -3 4'-1 37L9 132 " 10� 30, 13- 10 14-8 17�� 19" 14' 16# 5 6#5 13t-5 50 #6 16 #4 14 -3 13#4 13' -5 4' -2 41 -5 31- 50 13-10 14 -9 17 19 15 16# 6 13-5 50W6 14-4 12 06 13' -5 4' -2 41'5 144" 10' - 30' 15'-0 15'-10 18" 20' 14" 15# 5 14' -7 40t- 7 15' -5 14# 4 14' -7 4' -3 45' -1 31' -50' 6-0 15 -I1 18" 20' 15" 12" 17 #6 5' -7 6# 5 14' -7 40 *7 5L-7 16#4 15' -6 13 #6 5=7 4 *5 14-7' 2#5 7!-11 2 #5 4' -3 6 45 45'-1 —RISER SHAFT TO E STD. M.H. RISER SHAFT TO BE STD- M-H. TYPE A, W /TROUT BASE TYPE A, WITHOUT BASE. BARS ;. ; I . BARS :. o META4 RIAG 'S "BARS : •: SPIGOT END WITH 2 "X "BARS ��„ ° : ACCEPTABLE R -4 ✓T ; o :�_-; -. •�,: ap fer al z "R "BARS z p -o �- All PRECAST CONE OR - ' T '� A VERTICAL SECT /ON SET IN FULL MORTAR BED, 3" W BARS 3" �Z "BARS. TABLE GIVES REQ'D "Y "BARS " STRIKE JOINTS FLUSH —� CIRCUMFERENCE LENGTH. LAP I „ „ T BARS EQUAL 24 a FOR ALL SPLICES. S BARS - SPACES NOTE- WHERE T BARS ENCROACH EQUAL SPACES 4 =0 ON JT. SLEEVE, BEND DOWN AS -- -'� - - -- VERTICAL SECT /ON wax / -3 INDICATED 61 ADD LENGTH AS eTYP. HOOP SPACERS READ TH /S NOTE P L A N @ /5 "0%• SECTION 2 ,also APPL /ES TO STAN DAR D TYPE C MANHOLE SECTION I NOTES U'BARS. 54" TO 144" (INCLUSIVE) 2 I. WHEN CLEAR HEIGHT INS /DE MANHOLE IS LESS THAN 7 FEET, PLACE ADJUST /NG BLOCKS D/R- 6. METAL SURF,4CES OF THE TYPICAL FLEXIBLE JO /NT 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 TARSET OR 2 MANHOLE STEPS ARE NOT' REQU /RED. INERTOL PDXI TAR, 15 MIL M /N. THICKNESS. 3 PRECAST VERT /CAL SECTIONS SHALL CONFORM TO CPAW 102 XCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT DESIGN DRAWINGS FOR APPROVAL. 2 "TYP. 4. ALL JOINTS, EXCEPT PIPE JOINTS, SHALL BE MORTAR FILLED. MORTAR SHALL BE MADE OF ONE PART PORTLAND CEMENT AND to BARS ONE AND ONE HALF PARTS CLEAN MASONRY SAND. R F. 1ti� 5. ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEXIBLE o� of "QSf,, JOINTS PER TYPICAL DETAIL. 72" TO 26" REDUCING SLAB 48" TO 26" REDUCING SLAB RFw METROPOLITAN FNGINEER�_ MUNICIPALITY OF METROPOLIJAN SE TTL BROWN AND (.AL[)WFI_L CARF Y AND rCRAME R Hll l AND INGMAN I r F, T�7 1 +[(.KEr> RFw R W RFCK AND AS�OCIATFr,r1.ign 1 f ri�ine rr - Mair OfrG�itgn F �.y u�Ptr.TOJP( f nyinrF•r - MI`�rU, „� 1�)'� :.�� �� r fCf (.' .r•( � ,if I,r Jleri •, Ili' F [' �' n6 ti i r>r n ,� trn Jf (� }ll t ,lyin. r, f')r Mum( p,]", y r Mr•i d L AS ONSTRUC n 104 " S' 01ST ER DATE I- r . SI'0NAL ENS\ R218 A SOUTH INTERCEPTOR - SECTION I nw 1_,ME,f fz �f RE NTON .•_, 2 SANITARY SEWER MANHOLES SYSTEM '.,f f I NI)MRf f? NO SCALE I,n�f MAY 1967 2 9