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HomeMy WebLinkAboutS-070503i 1 r qt s N� I� V if kA Q 0 ',PO- STD F,P,4ME > COVE,Q 7&wwTmp11p-w5,1 •c CO�t/C ,40✓USTWS BLOCC�S 2 to D /A. Ia, p49 ,eECESS 70 W, 4TChl PR,6r,4S7'✓01A11r ,NAPT4e TYP/C,4L L.4TE'P44L ,.,,, , C,:1X1X/ECT /OrV BASE - SECTION STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) r— FiA/rsH �,4DE 1 , lo,Qr R D.4W /A/t/E,QT TO 6�N /.�J.CCX/i CovE,e— C,Fbw& ELEVs TO BE EQl/,4L I i r 7YP/C,4L L.476RW MX1A1ECT /OA/� m. foo- 4: TYPICAL CONNECTION DETAIL A,4Cf ,4PP,P0IiE0 PLUS FO,Q FUTURE P /PE --ml/p COlt1C. r0 C0�lPACTED F /LL 6 ",1 /A/. eVY, 12 Dk VP P /RIA/5 TO BE IV,00 lE .S1ZE -.4S• 1A17E,2CEPTEO STANDARD DROP CONNECTION I s"VE fO,e 48" til.H rS'ECT /OTC/ O h h DIMENSIONS 8k REINFORCING STEEL FOR STANDARD TYPE C MANHOLES RE /IV roRC /A/6 BARS F. BOTTOM .SLAB S /DE WALLS To f' SLAB _y - _ "� " NW N U 11 ^ M II �•' I _+ .._._ —M/� r - --- 11 ~_ .- -_ 1`\ p N N M J CdrVC .40 ✓UST /�t/s ` Q B G ✓ �lo� LEN N'440 Lfl►+G N_° LEN67N ff { * tf�%r N' �` LENGT N "' �`'r 1f/UGl N' ! �t / N ° — -- 54" /O -30 6 6 7-4 /2'' /4 /Z° cg" ;8- 5 4 -11 6 4 6 ' / l8- 5 4 =11 /0 4 6 -11 3-"5 4'11 3/'50' 6 "6 7" 7 I /2'' /4 /5" g.19-"6 q. 11 6 -'4 6 =/ 22-5 4' // /O-'4 7' 2 3 -',5 4 -// I 6 • / -�" /O �'�/ /7'7 - - - RPE6,4,ST SL44B - _ " 8 " '.5 4 = // 6 `4 6 ' 4 20 -'5 4 = // /O -'4 7- 2 3 -'5 4'11 // 6 - 4 4' -2 3'- / I /8' 6 57" /D - 30 6 - 9 7 7 /2 /4' /2 8 I - 18=6 31- 50 6'9 7 :/D A?" /4' /5 8., 3 -w6 4 =// 6-,4 6' 4 22-'.5 4" // /O.4 7 -'S 3 -'6 ¢' -// i 6 -4 4 2 3 -/ ao -30' 7 -p 7-'10 /2" 14" /2° 8~ 9 -`5 4 =11 6- "4 6'7 20'5 4 41/ /0 -'4 7 "5 4 -'S �4 =// 6' 7 q' -6 /9-5 .� /'- 50' 7 " O 8 = / l2" /4' /.5 " 8 /o -16 4 � // 6 -'4 6'7 24-',5 4, -"4 7- 8 4- � l r• 63•' 1,030` 7�3 �8' -/ /2" /4 /Z" 8" 9- 'S�4 -' // X0-'4 6 =/0 22-'S4' -// 10-14 7'8 �4_r5 4� //I 6 =/G 4� /O 3'-/ 20-4 .3/=50 7 -3 .8 -9 /Z /4 /3•' 6 /G- 6 Q -// 6-04 6 -/0 24-.514 -// /D -4 7'// 4--06 4 -// I 6 -/0 4'/O ::' -/ 20'4 : SH,4LLOfV TYPE ? -0,01A r s r i s 66` /0 -30 7 -618-4 /2 /4 /2 8 /0 -5 4,// 6 -4 7,/ 22.514_// /0 -4 7,// 5'G 4�% /I �_/ J.3 •3'/ I 2/' -3 3/'50' 7'6 8'7 /2" 14" /5' 8" 11-6 4 -11 6-`4 7 -/ 26-15 4'11 10 -4 8 -2 5 6 4 / . - •• /2` /•4' /2' 8" /O -'S 4- // 6 '4 7 -¢ 2q -S 4'// /0 -'4 8' -2 .5-'S 4f// 7-4 5 "7 3'/ 22'2 6g /O - 30 7- 9 8 7 4,-111 7.4 s'-7 3' / 3/ =-50' 7= 9 8 =/0 /2" /4" /5' 8" // -'6 4 // 6 ' 4 7' 4 Z6 "5 4' // 10.'4 8 =5 .5-'6 ' Q i 10 _,30' 8'O 8 =/O /2" 14' /2' e" /O - °5 4'-11 c, -1.4 7'7 24 -'S 4 =// 10'14 8'S 6='S '�%' // � 7'7 6 -O D/,4. - 7 /= o 'O 9 =/ l2" /4 /5,, 8., /z. =6 ,¢� // 6 -".<1f 7 -7 28 -'S 4 -// 10-"4 8'8 6 '6 4 =11 7' 7 5'// 3•/ 23'-/ . ,��� — s 8 78` /0'30' 8'8 9'7 /3" 15' 14` /2' 10 -"5 5; 7 6 -w4 8;3 .3o - '05 5 =7 /2i 4 92 6= "5 5 = -7 8'3 7'3 3'8 1 _ 8 '- 3 7'-3 3,8 24'// MY>,QT.4,P 3/' 6-0 8�8 9�8 /3" 16" /5' 12" /2 -'6 5 -7 6- ¢ B 3 30 -5 S- 7 /2 4 5 -•j 6 6 .5 7 I ' 9 32 -'S 5= 7 /2 - =4 4 9-' e 7 -'5S 5= 7 8' 9 SHELf SLOPE / " /�t/ /Z� 84' /O X 30' 9 =2 /0 =I /3` /.� I4` /2` /O 'S/ 5'7 7 ='4 8 �} ,9-9 7- 6 5- 7 6 -9 7'l/ ' 8 26'.9 - /3 /.� �5 ` /Z' /2 -'� 5'7 7 a~4 6 ' 9 32 -'S 5'7 /2 -'7 31'50 9 -Z /0 -2 • 9. /p /O'9 /4` /6' /4` /2" /�- S 5' 7 7-`'4 -9 3 ZG-6I 5 -7 }/2-'4 � lo-4 7 - =.5 5' 7 9 =5 7�// � =/0 28'-7 90 10 -30 7_ �4 9 = .5 26-� 15� 7 /2 -'"4 � /0 =5 7-`"6 S' 7 9 =5 7 =// /O 28'-7 ' - , _ , o- - P,PECAST CCII/l• • /3" /2 /2- G 5 - 7 B,4Sf(DOOT /Orl/.4L� // =3 /4" /�C►" /4` /2' / /•'S .5= 7 7 -'4 9 � // 28-'6 S - 7 /Z -'4 /D -/0 8_'S -5, 7 9,/1 7' /l /O 30 5 96 /O -30 /O 4 - _" _ 9' // 7' "// _ ' IO 30 � 5 :_�' o;�- P>L, I•D 3/.50' /0'41/1=4 14" /6' 15" /2'/3 -"6 5 =7 7 -4 9 -// 286iS -7 /2 -4 /O // 7 6 7 - ►� PI I I . 11-OS r4 /O = 7 32 -'r6 5 = 7 J2-'4 // = 5 /O -"4 5 - 7 /O - 7 7 // /0 32� .3 : -1 o I': /02• 10' 30" / / -O 1 / / -/O /5 /7 /4 /2 5 -7 7- 1p= 7 7' -1/ /0 2 -,3 ,.1: 15' /7' 15" /2' 14-`6 5=7 7_ =4 /p =7 32 -`6 S'7 /2 -'4 //-6 8_e6 .5 =7 3 / /O "30'// =6 /Z'4 15^ /7 /4' /2" /2 -"S 5' 7 5'5 //' / 36 -6 5 -7 /4-4 //-/I //- 4 5. 7 //-/ 7-// 3 -// 34 -/ O '6 /2 -,5 /5" 17' 15° /2 "14'6 5' 7 5- *•5 //V 36 -15 5'7 I4 --4 I /2'O 9"6 5' 7 /I' / 7' -// 3 =// "4 -/ Oc I - p 'ter:" _ :� o�: I- /gyp /0- 30'I2�8 /3 -6 /6 /8' / / 5 -'S /2 "3 42'6 .5_ /�I: 37.9 �: . p 4" 2., /3 -5 5- 7 ° °•�. ;i -_J :La .3/'50 12'8 13'7 /6" /g' /5 "" /2" 15- "6 .5 -7 5 -`S /2'3 42 6 5 7 /4 4 /3 -2 11-16 5 -7 /2'3 7�// 4 -/ _ 5'7 6 -',5 /3=5 50-'6 5 7 J6 -'4 /4 -3 /3 -'4 5 =7 /3 -`5 7'11 °�� •%.:, ...P;._,;.�.,. r�,;.> a i::� ►�: I32' /0- 30'/3 -/0 /4 8 4'2 4/'s 31,50 /3'/O 14'9 /7" 19` /5" /2` 16-'"6 5'7 6 - =.5 /3',5 50-'6 5= 7 /6 -'4 /4=4 /2 -'6 .5=7 /�',5 7-// - -- -- I- 17 - /O �- -Y 44 /0' 30' I�-,00 /5=/O /8' ZO /4' /2" /516 .5; 7 6-x.5 /4; 7 40=7 5" 7 16-V /5'S /4_'4 5, 7 /4' 7 �' -/1 4' 3 3/'50 1, S-11 /e ZO` /5 /2'' /7 -'6 5 -7 6 -5 /4 -7 -7 s=7 /6 4 /5 6 /3 6 5 7 /4 -7 42 2 • y -3 / 14! /O 4. j" STANDARD TYPE B PRECAST MANHOLE " -S 3' / 3 48 ' ' /s .F " 5/ "' 3' 3' -/ /6 - 24 N TO 48 (INCLUSIVE) -Pd "owes 8 ~TH /L'�E'JL,4,e /Y/ ll'X b ,°LACED 2 r 'LAP. OFBOTTO•!1 F.ICE ,Q/SE,Q X//111ET /V BE S/T IWN TYPE,4, !Y /Tif'OdT BAJE R/" ~8,4RS �- 'Z'B"s v� t 2 G2 or ,Bi4 J r� �J ' 0. i I a 1 ,R15ER S/1AFT TO BE' STD- M- N TYi°E A, W/TNOUT ,&A se ;T + ` �Z "S,,f .S` T4BLE G/VEs /PEOb. C/RC!/M• 1 -� v- 0 1w 72 TO 48" REDUCING SLAB 3' Bw ~B,�,es 3" �,� Ty• L'4� 24d FOR ALL �2 EQUAL AbTE: wHE,PF " Q.►n PLAN 'V5 x / 3 "//ODP SPACES E,vee0,41/,' e, ✓T s�EEV£ ADD L CTN X45 EO %�► SPACERS (9 15 "0.C. BE,vOLb••, ,�� ��.�'��rE °• ' QNDA D TYPE C MANHOLE 2TYP 4 - O 1 TES lX �l/OTE ,/LSDAPRL /fS TO 6 "7YP NZ/ "8,4,eS 54" TO 144" ( INCLUSIVE) 8 7-11le � sL,4a w/ 2 r ,PE /�(/F. Ri'.ICED 2'' L CL,P. OFBOTTOrt/F.4c'E 2 G2 4'B'4B,ees 72" TO 24" REDUCING SLAB SECTION G2 ,vorEs EL /.N /�t1,4TE Z x 4 �P.PEl.4J'T CtD•VE SECT10A1 MI TYPE .4 E B �1.4,1//1✓OLES LESS Ti�/A�l/ 9 DEED TD C,?O/Y,t/ OF , S'ElyEP. BEF0,2E ,QEDI/l /,C/G' 7 <GVT / pEPT,y DF 4 ' O,Q 6 'C /,PlUL.4,e �1.4.�/f1OL E .fECT /Oit1S, U.SE .PEDUC /,U6 SLAB o N C A L 0� Z �TYP fOP S'UPPD,?T /�t/6 ,4D✓IJST /�t/G BL OCAS ��� of W Q SHl�`'�� 2 iyJ,9A/.yOL E ,STEPS �O,QE NOT APEQU /SPED. a tiQ - 0 f PQEC•4ST I�EQT /C,4L .SECT /D�(/.S TD CO�t/FO,eW T� •4 .s' T.,/1. DE.S /st/.4T /OAl /2 B,4,PS CO.(/T,P.4CTO,P TO S!/BiY! /T DE�S /6��t/ D'W`�6/ SF. 'FAO'r?� ./SP'P�°E�CDS// i01L P . E gPPPO{/ED. o ' `F o c� C 76 Gis M J.0 , •t t ~8,4 s E U,4L sP.4cEs v SECTION �2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT SANITARY SEWER . MANHOLES f ALL ✓O /�l/TS TO BERT.4�F /LLED NA� �'� METROPOLITAN ENGINEERS 1(�4�"t � BROw+r AND CAIOWELL CAREY AND KRAMER 4 MILL AND INGMAN R.w BECK AND ASSOCIATES RECOMME ND�, ' / • APPROVED oul•NCO €L2_G.,46.C_ -- �Q // /// -- - 48 " TO 24" REDUCING SLAB DRAWN M.f.•.el +,e. c/�,- t►r•Revt D/ AS CONSTRUCTED For MotrevoltteR R.IR.er• cN[citag- p-a— (/ •UNITY[• __ <2- Rr• n Inosr- •fnpllten R iweBr. DATE DEC. 2411963 ` DAT[ FILE NUMBER 3NEET NUMKR DRAWING NUMBER MAY 1961 X200 _ 2 „ 48 _ IG 2 Fa Municipality of MotrevohteR Eeettle - _ -- TOP hHr4Lf OFP/PE TO BE 0, rav,i0!zP OF *wr,4,e /�i/s' /DE OF�Il.N B,POBE�I/ .• 7: ELYE.S' TORE f'L,4STE,PED SLOPE soW,r// H' /,r/yIs eT,4R. / /A/ 42 " TYP /C,4L FD,P,4LL ,W,,4NHOLES • '-I • o - • � � N ' 1 � B.eCS'E�OPT /Dl/AL� •• � , L-= T J- -- - F� STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) r— FiA/rsH �,4DE 1 , lo,Qr R D.4W /A/t/E,QT TO 6�N /.�J.CCX/i CovE,e— C,Fbw& ELEVs TO BE EQl/,4L I i r 7YP/C,4L L.476RW MX1A1ECT /OA/� m. foo- 4: TYPICAL CONNECTION DETAIL A,4Cf ,4PP,P0IiE0 PLUS FO,Q FUTURE P /PE --ml/p COlt1C. r0 C0�lPACTED F /LL 6 ",1 /A/. eVY, 12 Dk VP P /RIA/5 TO BE IV,00 lE .S1ZE -.4S• 1A17E,2CEPTEO STANDARD DROP CONNECTION I s"VE fO,e 48" til.H rS'ECT /OTC/ O h h DIMENSIONS 8k REINFORCING STEEL FOR STANDARD TYPE C MANHOLES RE /IV roRC /A/6 BARS F. BOTTOM .SLAB S /DE WALLS To f' SLAB _y - _ "� " NW N U 11 ^ M II �•' I _+ .._._ —M/� r - --- 11 ~_ .- -_ 1`\ p N N M J CdrVC .40 ✓UST /�t/s ` Q B G ✓ �lo� LEN N'440 Lfl►+G N_° LEN67N ff { * tf�%r N' �` LENGT N "' �`'r 1f/UGl N' ! �t / N ° — -- 54" /O -30 6 6 7-4 /2'' /4 /Z° cg" ;8- 5 4 -11 6 4 6 ' / l8- 5 4 =11 /0 4 6 -11 3-"5 4'11 3/'50' 6 "6 7" 7 I /2'' /4 /5" g.19-"6 q. 11 6 -'4 6 =/ 22-5 4' // /O-'4 7' 2 3 -',5 4 -// I 6 • / -�" /O �'�/ /7'7 - - - RPE6,4,ST SL44B - _ " 8 " '.5 4 = // 6 `4 6 ' 4 20 -'5 4 = // /O -'4 7- 2 3 -'5 4'11 // 6 - 4 4' -2 3'- / I /8' 6 57" /D - 30 6 - 9 7 7 /2 /4' /2 8 I - 18=6 31- 50 6'9 7 :/D A?" /4' /5 8., 3 -w6 4 =// 6-,4 6' 4 22-'.5 4" // /O.4 7 -'S 3 -'6 ¢' -// i 6 -4 4 2 3 -/ ao -30' 7 -p 7-'10 /2" 14" /2° 8~ 9 -`5 4 =11 6- "4 6'7 20'5 4 41/ /0 -'4 7 "5 4 -'S �4 =// 6' 7 q' -6 /9-5 .� /'- 50' 7 " O 8 = / l2" /4' /.5 " 8 /o -16 4 � // 6 -'4 6'7 24-',5 4, -"4 7- 8 4- � l r• 63•' 1,030` 7�3 �8' -/ /2" /4 /Z" 8" 9- 'S�4 -' // X0-'4 6 =/0 22-'S4' -// 10-14 7'8 �4_r5 4� //I 6 =/G 4� /O 3'-/ 20-4 .3/=50 7 -3 .8 -9 /Z /4 /3•' 6 /G- 6 Q -// 6-04 6 -/0 24-.514 -// /D -4 7'// 4--06 4 -// I 6 -/0 4'/O ::' -/ 20'4 : SH,4LLOfV TYPE ? -0,01A r s r i s 66` /0 -30 7 -618-4 /2 /4 /2 8 /0 -5 4,// 6 -4 7,/ 22.514_// /0 -4 7,// 5'G 4�% /I �_/ J.3 •3'/ I 2/' -3 3/'50' 7'6 8'7 /2" 14" /5' 8" 11-6 4 -11 6-`4 7 -/ 26-15 4'11 10 -4 8 -2 5 6 4 / . - •• /2` /•4' /2' 8" /O -'S 4- // 6 '4 7 -¢ 2q -S 4'// /0 -'4 8' -2 .5-'S 4f// 7-4 5 "7 3'/ 22'2 6g /O - 30 7- 9 8 7 4,-111 7.4 s'-7 3' / 3/ =-50' 7= 9 8 =/0 /2" /4" /5' 8" // -'6 4 // 6 ' 4 7' 4 Z6 "5 4' // 10.'4 8 =5 .5-'6 ' Q i 10 _,30' 8'O 8 =/O /2" 14' /2' e" /O - °5 4'-11 c, -1.4 7'7 24 -'S 4 =// 10'14 8'S 6='S '�%' // � 7'7 6 -O D/,4. - 7 /= o 'O 9 =/ l2" /4 /5,, 8., /z. =6 ,¢� // 6 -".<1f 7 -7 28 -'S 4 -// 10-"4 8'8 6 '6 4 =11 7' 7 5'// 3•/ 23'-/ . ,��� — s 8 78` /0'30' 8'8 9'7 /3" 15' 14` /2' 10 -"5 5; 7 6 -w4 8;3 .3o - '05 5 =7 /2i 4 92 6= "5 5 = -7 8'3 7'3 3'8 1 _ 8 '- 3 7'-3 3,8 24'// MY>,QT.4,P 3/' 6-0 8�8 9�8 /3" 16" /5' 12" /2 -'6 5 -7 6- ¢ B 3 30 -5 S- 7 /2 4 5 -•j 6 6 .5 7 I ' 9 32 -'S 5= 7 /2 - =4 4 9-' e 7 -'5S 5= 7 8' 9 SHELf SLOPE / " /�t/ /Z� 84' /O X 30' 9 =2 /0 =I /3` /.� I4` /2` /O 'S/ 5'7 7 ='4 8 �} ,9-9 7- 6 5- 7 6 -9 7'l/ ' 8 26'.9 - /3 /.� �5 ` /Z' /2 -'� 5'7 7 a~4 6 ' 9 32 -'S 5'7 /2 -'7 31'50 9 -Z /0 -2 • 9. /p /O'9 /4` /6' /4` /2" /�- S 5' 7 7-`'4 -9 3 ZG-6I 5 -7 }/2-'4 � lo-4 7 - =.5 5' 7 9 =5 7�// � =/0 28'-7 90 10 -30 7_ �4 9 = .5 26-� 15� 7 /2 -'"4 � /0 =5 7-`"6 S' 7 9 =5 7 =// /O 28'-7 ' - , _ , o- - P,PECAST CCII/l• • /3" /2 /2- G 5 - 7 B,4Sf(DOOT /Orl/.4L� // =3 /4" /�C►" /4` /2' / /•'S .5= 7 7 -'4 9 � // 28-'6 S - 7 /Z -'4 /D -/0 8_'S -5, 7 9,/1 7' /l /O 30 5 96 /O -30 /O 4 - _" _ 9' // 7' "// _ ' IO 30 � 5 :_�' o;�- P>L, I•D 3/.50' /0'41/1=4 14" /6' 15" /2'/3 -"6 5 =7 7 -4 9 -// 286iS -7 /2 -4 /O // 7 6 7 - ►� PI I I . 11-OS r4 /O = 7 32 -'r6 5 = 7 J2-'4 // = 5 /O -"4 5 - 7 /O - 7 7 // /0 32� .3 : -1 o I': /02• 10' 30" / / -O 1 / / -/O /5 /7 /4 /2 5 -7 7- 1p= 7 7' -1/ /0 2 -,3 ,.1: 15' /7' 15" /2' 14-`6 5=7 7_ =4 /p =7 32 -`6 S'7 /2 -'4 //-6 8_e6 .5 =7 3 / /O "30'// =6 /Z'4 15^ /7 /4' /2" /2 -"S 5' 7 5'5 //' / 36 -6 5 -7 /4-4 //-/I //- 4 5. 7 //-/ 7-// 3 -// 34 -/ O '6 /2 -,5 /5" 17' 15° /2 "14'6 5' 7 5- *•5 //V 36 -15 5'7 I4 --4 I /2'O 9"6 5' 7 /I' / 7' -// 3 =// "4 -/ Oc I - p 'ter:" _ :� o�: I- /gyp /0- 30'I2�8 /3 -6 /6 /8' / / 5 -'S /2 "3 42'6 .5_ /�I: 37.9 �: . p 4" 2., /3 -5 5- 7 ° °•�. ;i -_J :La .3/'50 12'8 13'7 /6" /g' /5 "" /2" 15- "6 .5 -7 5 -`S /2'3 42 6 5 7 /4 4 /3 -2 11-16 5 -7 /2'3 7�// 4 -/ _ 5'7 6 -',5 /3=5 50-'6 5 7 J6 -'4 /4 -3 /3 -'4 5 =7 /3 -`5 7'11 °�� •%.:, ...P;._,;.�.,. r�,;.> a i::� ►�: I32' /0- 30'/3 -/0 /4 8 4'2 4/'s 31,50 /3'/O 14'9 /7" 19` /5" /2` 16-'"6 5'7 6 - =.5 /3',5 50-'6 5= 7 /6 -'4 /4=4 /2 -'6 .5=7 /�',5 7-// - -- -- I- 17 - /O �- -Y 44 /0' 30' I�-,00 /5=/O /8' ZO /4' /2" /516 .5; 7 6-x.5 /4; 7 40=7 5" 7 16-V /5'S /4_'4 5, 7 /4' 7 �' -/1 4' 3 3/'50 1, S-11 /e ZO` /5 /2'' /7 -'6 5 -7 6 -5 /4 -7 -7 s=7 /6 4 /5 6 /3 6 5 7 /4 -7 42 2 • y -3 / 14! /O 4. j" STANDARD TYPE B PRECAST MANHOLE " -S 3' / 3 48 ' ' /s .F " 5/ "' 3' 3' -/ /6 - 24 N TO 48 (INCLUSIVE) -Pd "owes 8 ~TH /L'�E'JL,4,e /Y/ ll'X b ,°LACED 2 r 'LAP. OFBOTTO•!1 F.ICE ,Q/SE,Q X//111ET /V BE S/T IWN TYPE,4, !Y /Tif'OdT BAJE R/" ~8,4RS �- 'Z'B"s v� t 2 G2 or ,Bi4 J r� �J ' 0. i I a 1 ,R15ER S/1AFT TO BE' STD- M- N TYi°E A, W/TNOUT ,&A se ;T + ` �Z "S,,f .S` T4BLE G/VEs /PEOb. C/RC!/M• 1 -� v- 0 1w 72 TO 48" REDUCING SLAB 3' Bw ~B,�,es 3" �,� Ty• L'4� 24d FOR ALL �2 EQUAL AbTE: wHE,PF " Q.►n PLAN 'V5 x / 3 "//ODP SPACES E,vee0,41/,' e, ✓T s�EEV£ ADD L CTN X45 EO %�► SPACERS (9 15 "0.C. BE,vOLb••, ,�� ��.�'��rE °• ' QNDA D TYPE C MANHOLE 2TYP 4 - O 1 TES lX �l/OTE ,/LSDAPRL /fS TO 6 "7YP NZ/ "8,4,eS 54" TO 144" ( INCLUSIVE) 8 7-11le � sL,4a w/ 2 r ,PE /�(/F. Ri'.ICED 2'' L CL,P. OFBOTTOrt/F.4c'E 2 G2 4'B'4B,ees 72" TO 24" REDUCING SLAB SECTION G2 ,vorEs EL /.N /�t1,4TE Z x 4 �P.PEl.4J'T CtD•VE SECT10A1 MI TYPE .4 E B �1.4,1//1✓OLES LESS Ti�/A�l/ 9 DEED TD C,?O/Y,t/ OF , S'ElyEP. BEF0,2E ,QEDI/l /,C/G' 7 <GVT / pEPT,y DF 4 ' O,Q 6 'C /,PlUL.4,e �1.4.�/f1OL E .fECT /Oit1S, U.SE .PEDUC /,U6 SLAB o N C A L 0� Z �TYP fOP S'UPPD,?T /�t/6 ,4D✓IJST /�t/G BL OCAS ��� of W Q SHl�`'�� 2 iyJ,9A/.yOL E ,STEPS �O,QE NOT APEQU /SPED. a tiQ - 0 f PQEC•4ST I�EQT /C,4L .SECT /D�(/.S TD CO�t/FO,eW T� •4 .s' T.,/1. DE.S /st/.4T /OAl /2 B,4,PS CO.(/T,P.4CTO,P TO S!/BiY! /T DE�S /6��t/ D'W`�6/ SF. 'FAO'r?� ./SP'P�°E�CDS// i01L P . E gPPPO{/ED. o ' `F o c� C 76 Gis M J.0 , •t t ~8,4 s E U,4L sP.4cEs v SECTION �2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT SANITARY SEWER . MANHOLES f ALL ✓O /�l/TS TO BERT.4�F /LLED NA� �'� METROPOLITAN ENGINEERS 1(�4�"t � BROw+r AND CAIOWELL CAREY AND KRAMER 4 MILL AND INGMAN R.w BECK AND ASSOCIATES RECOMME ND�, ' / • APPROVED oul•NCO €L2_G.,46.C_ -- �Q // /// -- - 48 " TO 24" REDUCING SLAB DRAWN M.f.•.el +,e. c/�,- t►r•Revt D/ AS CONSTRUCTED For MotrevoltteR R.IR.er• cN[citag- p-a— (/ •UNITY[• __ <2- Rr• n Inosr- •fnpllten R iweBr. DATE DEC. 2411963 ` DAT[ FILE NUMBER 3NEET NUMKR DRAWING NUMBER MAY 1961 X200 _ 2 „ 48 _ IG 2 Fa Municipality of MotrevohteR Eeettle - _ --