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Home My WebLink AboutzS-0718Setr AS MUNICIPALITY OF METROPOLITAN SEATTLE KING COUNTY, WASHINGTON SEWAGE DISPOSAL PROJECT CONTRACT N0. 61 -4 CONSTRUCTED DRA\tVl R201A- INFLUENT AND EFFLUENT SEWERS RENTON SEWAGE TREATMENT PLANT R201B-EAST SIDE INTERCEPTOR, SECTION BIDS RECEIVED CONTRACT AWARDED NOTICE TO PROCEED CONTRACT COMPLETED WORK ACCEPTED RESOLUTION JUNE JUNE JULY 1., 1961 15, 1961 7, 1961 FEBRUARY 8 FEBRUARY 21 No. 255 ,I FINAL CONTRACT COST $ 61119,872..96 CONTRACTOR 963 963 GENERAL CONSTRUCTION COMPANY METROPOLITAN ENGINEERS 410 WEST HARRISON SEATTLE 991 WASHINGTON 0 GIA w C z w Q LAKE WASHINGTON HARBOR 5 f bVA�U� G' TN -- 1 KENT 99 5 AUBURN -� -I C*1 - SCALE / O IN MILES AIRPORT WAY O 1 2 4 - %- T -- �/ 410 PUYALLUP ; ► ;.� w, 2ND , - -- 1 VICINITY MAP a 3RD S, sl- 0 z N I FFFI 14 GREED'/'' FUTURE EXTENSION OF I SOUTH INTERCEPTOR LOCATION MAP ISCALE- I"= 800' I 12 T H I I I / AVE � 1 �0 FUTURE EX NSION 0 �CO fpm EASTSIDE TERCEPTO / z U)I `f _ CO 8TH AVE N. � I -AVE Lli a V _J - N.I - ' f \ Lu _ INDEX TO DRAWINGS ISHT DWG GENERAL DRAWINGS ' N - - J NO. \\ 2 NTON I G/ �) SEA T TL E 2 rAcoMA LOCATION INT'N'L AIRPORT OF WORK a w C z w Q LAKE WASHINGTON HARBOR 5 f bVA�U� G' TN -- 1 KENT 99 5 AUBURN -� -I C*1 - SCALE / O IN MILES AIRPORT WAY O 1 2 4 - %- T -- �/ 410 PUYALLUP ; ► ;.� w, 2ND , - -- 1 VICINITY MAP a 3RD S, sl- 0 z N I FFFI 14 GREED'/'' FUTURE EXTENSION OF I SOUTH INTERCEPTOR LOCATION MAP ISCALE- I"= 800' I 12 T H I I I / AVE � 1 �0 FUTURE EX NSION 0 �CO fpm EASTSIDE TERCEPTO / z U)I `f _ CO 8TH AVE N. � I -AVE Lli a V _J - N.I - ' f \ Lu _ I 26 S OUTFALL RAILROAD CROSSINGS 27 S1II TYPICAL SECTIONS AND DETAILS 4TH AVE N - OUTFALL STRUCTURE � � _ _- _ �`- 28 5//,? PLAN AND LONGITUDINAL SECTION - RENTON CITY - LIMITS 129 5113 TRANSVERSE SECT IONS 1 1 30 SI/4 DETAILS / I _ r I \y C ly- M& S T P R- R R V E R I / 44 T/Y .O DATUM NOTE PROJECT ELEVATION 100 EQUALS MEAN SEA LEVEL DATUM U.S.C. & G.S.-1929 (1947 ADJ.) AS CONSTRUCTED DATE DEC. 24, 1963 0 z N rn SCHEDULE 2 - EASTSIDE INTERCEPTOR - SECTION I 31 P20/ SOUTH INTERCEPTOR - STA Of DO TO STA 10 +34.21 32 P202 STA O f DO TO STA 23 4- DO 33 P203 STA 234 OO TO STA. 43 4 95.09 34 P204 STA. 43 -f 95.09 TO STA 67150 35 P205 STA. 67 t 50 TO STA 89 t 50 36 P206 STA- 89 t 50 TO STA. /12144 37 P207 STA. //2 f 44 r0 SrA. /29184.97 38 P208 STA. 129 4 84,97 TO STA- 142 f 94.33 39 P209 REV /S/ONS TD LOCAL TRUNKS 40 5201 TYPICAL DEFLECT /ON MANHOLES - 108 /NCH 41 5202 SPECIAL MANHOLES - MH. RO/ -22 AND MH. ROI -23 \,S CH'P-RULE - R MA�f Th N K \ , P3 STA t -38. g,, TO TA 2- 42. �\ 4 302 TA 23. 42. .4 467 �\ 44 03 S 46 67.6/ `TO S 67 7.26 P3 S/P N A MISS DE LS 4 305 R YN AWR RUN/\ ONN T/O ND E TA S \` SC DUL 4 BODING - EE N T UNI< \\ 4 P40/ TA 0 00 S TA. 14140, AND' V TA I \ �\ 48 02 S 14 f O \STA 100\ ANd \QET IL S \ CA,�� - NO 7 A 0f/ U MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT R ENTON SYSTEM LOCATION MAP AND INDEX ass /ANAL BROWN AND CALD WELL OPAL I TAN ENGCI REE AND KRAMER MILL AND INGMAN R W BECK AND ASSOCIATES RECOMME DP D, APPROVED DESIGNED GJ ' /i>C+ - e DRAWN �J /� /• Project Engineer -metropolitan Engineers APPROVE / / L C N E C R E D __C7I0 / For Metropolitan Engineers _ SUBMITIEO��YCGSLL Ic( En Inecr Me tropollton Engineers DATE FILE NUMBER SHEET NUMBER DRAWING NUMBER MAY 1961 G 2 00 i OF - 48 G I For Munlclpolity of Metropolitan Seattle — Y INDEX TO DRAWINGS ISHT DWG GENERAL DRAWINGS ' N - - J NO. NO. '(APPLICABLE TO MORE THAN ONE SCHEDULE) I G/ LOCATION MAP AND INDEX 2 62 SAN /TARP SEWER MANHOLE 3 G3 STORM WATER INLETS 4 G4 GRATINGS, FRAMES AND COVERS 5 65 GENERAL NOTES - SYMBOLS 6 66 TYPICAL CONCRETE DETAILS 7 67 TYPICAL METAL WORK DETAILS 8 G8 TYPICAL SECT IONS - ROADS, TRENCHES, PIPE DESIGN SCHEDULE I - RENTON SEWAGE TREATMENT PLANT INFLUENT AND EFFLUENT SEWERS 9 PIDI WORKING AREA - FILL - TOPOGRAPHY - SURVEY CONTROL /0 P102 120 „INFLUENT AND 96 „ EFFLUENT SEWERS // P103 OUTFALL SEWERS - PLANT WATER w cn i 12 P 104 ACCESS ROAD - FORCE MAIN INFLUENT CONTROL STRUCTURE 13 S101 GENERA L PL AN r 14 5102 SECTIONAL PLAN I 15 5103 LONGITUDINAL SECTIONS ' 16 5104 SECT IONS I 17 S105 SECTIONS r 18 5106 DETAILS 19 S107 DETAILS > 20 M /DI TEMP. PUMPING - PLAN AND SECT IONS Q 21 MIOZ TEMP- PUMPING - DETAILS N E /DI TEMP PUMPING - ELECTRICAL LAYOUT I22 23 E 102 TEMP. PUMPING - ELECTRICAL DIAGRAM INFLUENT JUNCTION STRUCTURE I24 5108 PLANS AND SECT IONS 25 5109 SECTIONS AND DETAILS ' EFFLUENT JUNCTION STRUCTURE PLAN - SECT / ON - DETAILS I 26 S OUTFALL RAILROAD CROSSINGS 27 S1II TYPICAL SECTIONS AND DETAILS 4TH AVE N - OUTFALL STRUCTURE � � _ _- _ �`- 28 5//,? PLAN AND LONGITUDINAL SECTION - RENTON CITY - LIMITS 129 5113 TRANSVERSE SECT IONS 1 1 30 SI/4 DETAILS / I _ r I \y C ly- M& S T P R- R R V E R I / 44 T/Y .O DATUM NOTE PROJECT ELEVATION 100 EQUALS MEAN SEA LEVEL DATUM U.S.C. & G.S.-1929 (1947 ADJ.) AS CONSTRUCTED DATE DEC. 24, 1963 0 z N rn SCHEDULE 2 - EASTSIDE INTERCEPTOR - SECTION I 31 P20/ SOUTH INTERCEPTOR - STA Of DO TO STA 10 +34.21 32 P202 STA O f DO TO STA 23 4- DO 33 P203 STA 234 OO TO STA. 43 4 95.09 34 P204 STA. 43 -f 95.09 TO STA 67150 35 P205 STA. 67 t 50 TO STA 89 t 50 36 P206 STA- 89 t 50 TO STA. /12144 37 P207 STA. //2 f 44 r0 SrA. /29184.97 38 P208 STA. 129 4 84,97 TO STA- 142 f 94.33 39 P209 REV /S/ONS TD LOCAL TRUNKS 40 5201 TYPICAL DEFLECT /ON MANHOLES - 108 /NCH 41 5202 SPECIAL MANHOLES - MH. RO/ -22 AND MH. ROI -23 \,S CH'P-RULE - R MA�f Th N K \ , P3 STA t -38. g,, TO TA 2- 42. �\ 4 302 TA 23. 42. .4 467 �\ 44 03 S 46 67.6/ `TO S 67 7.26 P3 S/P N A MISS DE LS 4 305 R YN AWR RUN/\ ONN T/O ND E TA S \` SC DUL 4 BODING - EE N T UNI< \\ 4 P40/ TA 0 00 S TA. 14140, AND' V TA I \ �\ 48 02 S 14 f O \STA 100\ ANd \QET IL S \ CA,�� - NO 7 A 0f/ U MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT R ENTON SYSTEM LOCATION MAP AND INDEX ass /ANAL BROWN AND CALD WELL OPAL I TAN ENGCI REE AND KRAMER MILL AND INGMAN R W BECK AND ASSOCIATES RECOMME DP D, APPROVED DESIGNED GJ ' /i>C+ - e DRAWN �J /� /• Project Engineer -metropolitan Engineers APPROVE / / L C N E C R E D __C7I0 / For Metropolitan Engineers _ SUBMITIEO��YCGSLL Ic( En Inecr Me tropollton Engineers DATE FILE NUMBER SHEET NUMBER DRAWING NUMBER MAY 1961 G 2 00 i OF - 48 G I For Munlclpolity of Metropolitan Seattle — Y i 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 - _ -- Alf A4 ts 6 rEN 01,r# 04 DUTE,B HOOP RIAI!s COi(/C. f /LL. SLOPE / PE,P FT f&X/iY! ,4LL D/,PEC / ICAOV0 TD 1,41Y OF OUTLET �, p it METRO STANDARD STORM WATER INLET STRUCTURE TYPE I, U, III -CONC. SCALE: 3 /4" =11 -0 .yEr,�n .sra sTaeAlw,4rE,P IAIZ,rr, AeAVE' F COVE,2. SEE DWG. G 4 4CL,Q TYP. BLOC,eS /W TYPEI 6WLY .. i ice- iii ►�- - cowcQErE cwp -- L - -_ 41 0 r -- TOP SLAB FOR ALL TYPE I, II 8 M INLETS SCALE :3 /4" =1' -0 4 - 106 - OPE,V /it/G. EF / +8 \ .II 1 ti !� �L 46 0 4*EIrZ fr STORM WATER INLET SLAB REINFORCEMENT SCALE : 3/4 " =I'-O 2 *z x ' J, x 'r+i r A.t/GLE ,pws ti - TYP. s /DE OPENm6 -TYPE 27 o uLY rIZ-4 ro1Z DWG. G ATZD .SEE WT41L 4163 4W 01vE7�.' ,S 6 ., %' r DETAIL A G3 CO.VC+ F /LL . SLOPf / �PE,Pfr. N 0 SCAL E F,Rl t1 ALL D /,PELT /D.US TO A/y 0,-e 10 6 "E/i' w/TH 04f COP OFDUTLfr ,� / GY/TE,Q�YOo' el'V67 ourLEr �6 4 -O ,014. Ni 6 �1 METRO STANDARD STORM WATER INLET STRUCTURE TYPE I, H, M - CMP (MIN. IOGA.) 24~ SCALE :3/411 =1' -0 0PfN /NG J'EE DEr,4 /LS 8163 NZZ-,r Jl7Rl/CTU,PE �(� .4iU0 C1673 iV,ILL - CO,I/C' O,e el4lp — LTYPJ /DEOPE.I/ /.!/G TD 14/TE,PCEPT DlTC// 1!1 ffP7'S,4S,P!2V 'D. rYPfz7OR&Y PARTIAL PLAN -SIDE OPENING SCALE = 3/4 " =11 -0 *x /fB '418«/CwapmLr � 48 /D. CHIP y* n ✓`i � \ �C.4ST /•t/ /t%4L L, GJP —EG�E OFOPE�t/ /,(/G DETAIL G3 NO SCALE / FB. �� r Z Ip r0B,4,e- t�P y� s. �/ / /YA.S// 'ex o4L 4 L EDGE OFOPE,(/1&s DETAIL e G3 NO SCALE Le-6 OF Ait/6LE TO 41,411V71 1AI TYP. CL/�PB Ty /S IfflAl. 01S7",rF _ 1 ,S'ET /it/ Mt/C J7,r APYK 64 ° �•n 110 QEr,,4 /LS 01 ales /A/LET G,QATE,4SfZW Y rtIET,Fb sTD sroQM G 3 r_ ;� CDVE2. SEE .ILUUST/,UG BLOC,r FO,Q.4SPN•4L T/C Sl/QFACED STQEETs ONLY At At 4 o -o 4y - O "D /A+ �— TYPICAL SECTION THROUGH CURB STORM WATER INLET TYPE I SCALE: 1 1/2'= 1' -0 4 X4 0 F,4CE OF CU,PB _ EMBEDDED /'t/ CGGPB CRP ST�VCTU,PE ,4LL0!?�ED 74 lz� i L+ - -- - - -�j / L11 / \ -f--- PARTIAL PLAN 1 G3 SCALE 3/411=11-0 X V rZ*S - 14l2WUL S - /. C0A/CPETE IY,4LL SECT /O.t/S S//,4L L BE PEEP ,4. S rW DES1o0X 0r10A1 C 76 - CL,4S,S ZI -,41,4Z L ,4. Z. SLAB STEEL ,PE /rt/FO,PCY,IfEA/T S/i�,/LL BE GDEFO,?i!lED R. 4,QS /rV ,4CCD,QLL4it/CE /'Y /Tfi�A. S.T�I DZ-s16 1,4T/GW ,4905. STEEL SH./LL COrt/FD,P*` 7O.4 S. Tiy/. DES /G.U,4r/OAI 4 /S' X11, 4L L BE /.VTE,PrI/ED /.41E G,P,4DE. /% �� CLE,4,Q CDVE,P Sf/.4LL BE,Yl.9 /�t/T.4 /.t/ED. 3. e0R,P11(Y4TE0 WErAL P /PE r4lWR) JIi,4LL BE G.4L ✓.4�V /IED, .4.3'BEJ'TOS- BO.t/DED t` B /TU,f 1IOUs ZIA&D � e*0,4lED COMX -O,Qi AIS 7_0,4.,4S./,!0 RJR /O G.4. BL Oele SH,4LL eMle -PETE de XW1,0 L MMOO AF 702,4J77-W. . DES16A1,07 -10A1 CS.S, G,e,,90E,4. S �,FTA,P SH,4LL BE�IADEOF O,l,/EP,4,?T �,prL,4�/D CE�lEit/T E O�t/E E i4 ,y,4L F P,q,PT,S CLE,4,t/ .S,O.t/O• 6. C*0A1e'PETf SH,4L L BE 0,4 , 11XI PS/ eZWP,PESS1YF X7 PZ%1&,ri 1 � 28 0,4YS. TYPE II R7,21L,4i1/D CEiLIE�I/T J.,,4LL BE U.S'ED 7 104ST/C 404IR011WO XWZZ BE ✓C - 60 AS X1/PPL /ED `Y ,4TLA5 I1/.IE,e,4L Re001/CTS CD. 8. W"1101- E .STEPS 14,PE X107' ,QE4lL111"D 9 D /,PELT /O,U SIZE Of /.t/LET E° OUTLET P /PEJ' AV ff ,4,S .ShV W,<l I.C447 S AS CONSTRUCTED DATE DEC 2411963 STD. STD,P,N 1+1i,4TE,e /it/LET, Cl/,eB GFP•4T1A16r TYP. rmle I r-- --1 D /,PECr1oA1OF _ - F� °w — ';� cow"e O OPP. //"1D O,P BOTi'/ o/vZY or S /DE OPPOS/TE S /DES /F,PfG� O - p /SECT /O�t/ Of FLOff/ PLAN TyP. C!/,PB G,PADE TYf? GUTTE,e Ge40f PROFILE GRADING FOR CURB INLET TYPE I NO SCALE PLAN . Fr,PO STD. SrORR NOW /AvLE1 Fe•4i1lE E COW,,e • � � roP oFP,4v�us PROFILE GRADING FOR PAVING a YARD INLET TYPE II NO SCALE � P,�BABL f D /TCN /.t/I�E,QT LOC.4T /D.VJ' PLAN "r- Aw, ,eo sTo..rrOkW'r,4TE,e -1 {�E,PT /C,4L GP,4T /it/6.4T cm'r OPEC(( /�t/GS TO /,t/TE,PCEPT V,rChl IAIY2F,PTSAS ,PEQ D /lCH IAII PROFILE GRADING FOR DITCH INLET TYPE M NO SCALE oNCA °f wQSy'ti Fl o G/ ST T �o �W Fs E �� NAL �Nv � n f + �i -7 -0 scoT III III Wj of h PLAN . Fr,PO STD. SrORR NOW /AvLE1 Fe•4i1lE E COW,,e • � � roP oFP,4v�us PROFILE GRADING FOR PAVING a YARD INLET TYPE II NO SCALE � P,�BABL f D /TCN /.t/I�E,QT LOC.4T /D.VJ' PLAN "r- Aw, ,eo sTo..rrOkW'r,4TE,e -1 {�E,PT /C,4L GP,4T /it/6.4T cm'r OPEC(( /�t/GS TO /,t/TE,PCEPT V,rChl IAIY2F,PTSAS ,PEQ D /lCH IAII PROFILE GRADING FOR DITCH INLET TYPE M NO SCALE oNCA °f wQSy'ti Fl o G/ ST T �o �W Fs E �� NAL �Nv � n f + , NWA1,11"CM,,PEO LOC,C' PaS /T/ow - S' NI i I I .4 "LETTE,eS �11 METRO =� ire �- SEVVER- METRO STANDARD MANHOLE FRAME AND COVER SCALE: I' /2" =I' -0 / "f.4A/lHOR HOLE fO,P LADDER'. - CLE,4TS s/s i5H /GH fZ ,479A5E e' 2"Z0416 TYPE Loci' - EQ D 414 ",PiB.f PLAN UNDERSIDE OF STANDARD COVER SCALE 11/2 "= 1' -0 -- - - - - - -2syz oia_ - - - -- . • /�i'1C/�7� //�/E� / s _ SU,Qf.4CE —/ SEGMEA/TS &W-,PE C.4M LOC,eS i4�PE A/OT PL,4CE0) �- / �s �( /it/ Ti'/PEE sEG�YIEit/TS /YHE,QE 2 CAM L OC,e, r ,4,QE PL,4CE0� G4 - it/OTES It SECTION THROUGH STANDARD COVER I. C,�sT /�t/GS SHALL BEG/ST STEEL ,4ST..I�!Qf,S /6�l/,4T /O.(/ SCALE: 3 "= I' -0 4 -27 6P-4,0E70-.f6 2 - -o' DES1SA64T 10.1.4 - .fJ9, 2. STEEL COMPoAexlrS S//ALL BE S'T,PC/CTL/,P,4L G,2,40E - - .4S rAl DES /CXW1' 0A/ .4- 7 -- .l 1XMIC,47'1011 -�' IYO"W,,4it/,.MIR XA10E /Y/TfiH A. /.S: C ''SPEe 4 /YELD /AU6 X11,4ZL CO,VfORAf TO "CODE coe.4,AC /NELD/A/G PAO /A/ BU /L O /i(/G Ct7i(/ MAeT /OAI , SE'CT/OW 4, &0,P,eW,0A1- I� — 0 I S// /P, AtiIE,Q /C,4A/ NZ OIAIS SOC/ETy SPECS. �S. ALL f,48R1C.4TE0 STEEL /TE -1J' SIY.4LL BE "L"AllZED �p /,e /4X r4 4 -.CBS E ,4-, 15 ,4FTEQ METRO STANDARD STORM WATER ! CD�lPLETE .4SSE,NBLY � f.4B,P /C.4T /O�(/. �� 6. 6 "STO. xAe41, -rs r zz BE USEDE,r'CEPT ow41, ,7,,4.HE INLET GRATING _ (TYPE I a II INLETS) JW,,4LL BE 9 "111Gh' -' P,PESJ. ocr.4.wz- S!/.4LL BE NO SCALE P,QESJ'U,QE TYPE. ./LL CO!/E,QS �S'hi1lL BE ST.4•C/D.4,P0 ,;, X - y` ",PUBBE�P ,4j ' TYPE As lrhvVY.I/ T,4P f O,e 4a Ewvlze .STI/O - 12 ,eza,,6 METRO STANDARD MANHOLE FRAME AND COVER PRESSURE TYPE SCALE; 3" = 1' -0 Z7 ",01,4. 25 2 "D/,4. -- CLEXTS 2" FO,P LADDE,Q Ilk i HOLE - , 5-fe"f//it/E BOTH \� BE,4,Q /,VG Sl/,PFiICES - \`i � � a� Az /WEB �p STQ A!h! f,e.4,w i N SECTION G4 NO SCALE CLEATS owl, "��Ei�f,POlAP �7-7�� /IdLEF'OR STEEL / �Ci�TTE,P .o /•V E// SECTION 2 G4 NO SCALE IQ ►� 2' 0" - - - - - -- - '/4" 2�- D" a \ 2 -O - - -- METRO STANDARD STORM WATER INLET FRAME (TYPE I a II INLETS) Z, O' NO SCALE lel'a 110 M&L / STUDS a s a 1 24 "0 %4. ,4"�0L1,xr1, /6 H.I�t/OLE- TYR y� AS CONSTRUCTED DATE DEC 24,1963 �a r !� W S'S \oQ CUrQB OPEN /�t/G A4x /?FB• a 4.4 ►�B L L-f* VI _ Z L r� L METRO STANDARD STORM WATER INLET CURB GRATING (TYPE I INLET ONLY) SCALE : I' /2"= 1' -0 W IX/LET f'; e1CTl/,PEA44LL - - /. 4 * . .� . ti a la _ Nil- lel'a 110 M&L / STUDS a s a 1 24 "0 %4. ,4"�0L1,xr1, /6 H.I�t/OLE- TYR y� AS CONSTRUCTED DATE DEC 24,1963 �a r !� W S'S \oQ CUrQB OPEN /�t/G A4x /?FB• a 4.4 ►�B L L-f* VI _ Z L r� L METRO STANDARD STORM WATER INLET CURB GRATING (TYPE I INLET ONLY) SCALE : I' /2"= 1' -0 A2 " 4 B,4,PS METRO STANDARD STORM WATER INLET VERTICAL GRATING (TYPE M INLET ONLY) SCALE: 3 "= I' -0 p,r/avot spl /CE 2 "TYP s X d X fit" 14AISLE RIMS f� 4i 4" METRO STANDARD STORM WATER INLET TOP GRATING (TYPE M INLET ONLY) t�44 SCALE : 3/4" =I' -0 N CALD� J� of wasti� F 4m 0 W ell GIS T AL W IX/LET f'; e1CTl/,PEA44LL '� QQ /LL ALTE�P�t/.�ITf.fP.�R'�S ro,P ' BOLTS - e,- #RoA/Ly o� ?� 2� TYP. D /TCH iX/rE�PT A2 " 4 B,4,PS METRO STANDARD STORM WATER INLET VERTICAL GRATING (TYPE M INLET ONLY) SCALE: 3 "= I' -0 p,r/avot spl /CE 2 "TYP s X d X fit" 14AISLE RIMS f� 4i 4" METRO STANDARD STORM WATER INLET TOP GRATING (TYPE M INLET ONLY) t�44 SCALE : 3/4" =I' -0 N CALD� J� of wasti� F 4m 0 W ell GIS T AL GENERAL STRUCTURAL NOTES e5 STRUCTURAL DESIGN Sl 17,616N CODE DES($# IS /N ACCORDANCE WIT# THE LATEST E/OITION OF THE U,1I/F02M RUILD/M6 GOOF EXCEPT W11E2E OrHE2 APPLICABLE CODES OR THE F0LLOW1A(6 NOTES ARE MORE RESTRICT /VE_ S DfS768 LIVE LOADS_ A. FLOOR AREAS: (1) 0PE2AT/N6 FLOORS (FLOORS ON 010 MACHINERIES MAY BE DISAr(EMRL ED) - /60 PSF (2) EN61NE Room - 2 SU PSF (3) SIDE WALKS - 250 PSF (4) AVLOA13IN6 AREAS - 2% TON 7ZUC,r OR /00 PSF (S) OTHEe AREAS - /AD PSF -B. 6RAT14'6S, CNECAERFD PLATES, AND HATCHES - SAME LOADING AS ADJACENT HODA AREAS_ C_ STA IRS - l00 PSF D. RooF - 25 PSF C6 E. W /NlO /S PSF F. CRANE SYSTEM - IN ACCORDANCE WIT# 4150 SECT. 10 (C) e (D) C7 6_ SEISMIC LOADIV6 - ZOA/E IT S3 GIVE LOAD $16 LIVE LOAD S16NS SNAIL BE PQOVIDEO W AREAS WERE 7ME LIVE LOADS #AVE BEEN SPECIFICALLY NOTED ON THE DRAW/N65, SIGNS SHALL BE As REQuliev) IN rHE SPEC /F /CAT /OWS. S4 CONSTRUCTION J0bVrs. LOC4 710NS OF ALL CONSrR.UCr /DN .101V-S SHALL NAVE T& APPROVAL OF C8 THE EN6 1NEEQ. 11V WATERTIGHT STRUCTURESt PVC WATERST•oPS GALL BE PROVIDED /N T/YE e"STRUCrioN JO/Nrs. CONSrRUCT/ON JOINTS SHALL BE AS DETA /LED ON THE DRAW /NUS, C9 C/0 STEEL e// S51 BODES ANp ShECtF/CATtO/YS. STEEL CONSTRUCT /0N SHALL CONFORM To TIME SPEUFICATION AN/D STANDARDS AS LaNrA /N /N THE LATEST EDITION OF THE A /SC STEEL CONSTZOCTIO/V MANUAL- C/2 SS2 MATERIAL_ ALL STRUCTUeAL SHAPES, SARS? PLATES, AA(ID SfIEETS INDICATED ON THE /DRAW1,V6 SMALL ISE STEEL MEEP1,161 ASTM A-7 SPECIFICATIONS. SS3- WELDINd- _ALL WFUMV6 SHALL CONFORM TO A -W S. CODE FOR AEC AID CAS WELD196 /N BLDG. ,CONSTRUCT /O 954 ENCASED STEEL. STEEL COMPLETELY ENCASED /N COA/CRETG SHALL NOT BE 644VMIZED 04 C13 PAINTED AND SHALL 11AVE A CLEAN SURFACE FOR BONDING CONCRETE WHEN /r IS CAST SSS PA /NTIA(G_ ST`RUCrVR41_ STEEL SHALL ICE PAINTED IN ACCORDANCE WITY SPEUF/CAr/On(S. C/4 ALUMINUM A 1 !; fC /F1CAT/OA(S AND COAEL ALUMINUM CoMfr OCT /ON SHALL BE IN ACCDRDAMCE W/TN 4SCE "S 9E0F/C47-10419 F02 STRUCTURES OF ALUM /NUM ALLOY 6061-76 CIS AAFEK K4,61 E CODE- 44WCRE7F CONSTRUCT /DN : *4 LL 60NA0ZAf TD Thy LATEST Ela/770N OF 7 E AC I , 411LDIA16 CODE (AC/- 3/B). RE-STL QfTA /LS_ ALL DETA /L1/V4, mse /CAI /dN AND ERECTloA, OF.QEINFOQCIN6 RA,¢S� UNLESS OrNE2W /SE NOTED, SMALL ISE /N ACCORDANCE WITH M4N04L OF - D"UDAQD PR4C7'10E FOZ 0,fr4/L /NB REINFORCE/D COA/CRETC STRUGTUQES AC/ -&/S LATEST' ED /T /0M DES 16N 1 FR ESSES_ A. CONCRETE, 3,OX PS/ UL7'MArE COMPRESS /VE STRESS A7 28 /SAYS. 8. RE/NFOR01V6 STEEL (l) TENSION DOE TO FL ENURE, WrFRMED /ATE GRADE - 20, 000 PSI �2) COLUMN k6tVFORC /N6 /NrE9446D 1ATE 4RADE - 16, 000 PS/ (3) COLUMN ZE /NFORC /Nd, IIARD l,C4 0E - :0,000 P51 CONCRETE COYER. CoNCQETE COVER 'role RE /NfORC /N6 BARS SHALL 6E AS FOLLOWS WITH MINIMUM (OVER OF ONE ,649 DIAMETER . A. CONCRETE CAST A641NSl aR00A/0 -3" B. COwILEr6 TO &E /N CONTACT WI TN SEWA4E - 24 C. CONCRETE ON 6(rER /0,2 FACE OF FX rE2 /0R WALL - 2'y D. 60A(4RE7E TO BE IN CO*TAC7 W/TN 6ZOUN0� W.CA Tt /EQ, OQ - CLEAN WATER . (/) AT A495 6RE4 TER TfIA N A'S - 2" (2) AT BARS kS Ore LESS - / %2" jE. CONCRETE NOT TO Af EX�SED TO ACOUND, WEAT,S(ER, OQ CLEAN WATER. (1) BEAMS AND COLUMNS - 1 %" (2) SLABS, JOISTS, AND WALLS - Y¢' MI#IMUA4 QE 1NF09C4MENT. C0A1,CQETE 60A1S7,0007'10N SHALL RE REINFORCED 0MCfETE Ferpr X111 RE PL,41N 041aETE (P10) IS CALLED OUT ON THE ORAWIN6S IN WHICH CASE NO 2EINFORCEMEA17' W4 LL bE USED. CONCRE r rh/AT /s" No r bE S/GA/A TE0 P1C AND /I',�s No Z1A1A0RC6U51 I r INDICA TEL SHALL BE kE /NFORCED PER ACI 3 /B AND r#,t- FOLLOW /N6 SCHEDULES_ STEEL FOP, REINFORCED CONCRETE WILLS WALL Rf/NFORCEMENT EACH WAY 77116 MESS SIZE SPAc/N6 PoSITiON it 14 12" ON � d" 4 /0� ONE 10'' 4 /4, EF 12" 4 /3`` EF i4 v S l7" EF to S /6'` EF I8" S IS'' EF LaOWELS- REWNFORCIN6 6AQS USED AS DOWELS SHALL 6E THE SAME S/ZE AND SPAC/N6 AS gAES WIT# WH/CN TNEV ARE LAPPED, 54C SPLICES_ UE,er/CAL RE1NFOR41,V6 BAR SPLICES /IV COLUMNS SHALL NAVE AT LEAST 20 ,4A,2 DIAMETER LAP) ALL Or&/L 6A2 SPLICES Sq,4LL BE LAPPED AT LEAST 24 SAR DIAMETERS. THE LEN6r# D,c LAIC SPLICE OF BARS 0,c D✓FFEQENT D14446TEA SHALL BE BASED oN THE LA26E,e DIAMETER. 1349 SPLICES MAY ALSO BE MADE V WEL13l816 /N ACCORDANCE W/TN THE DETAILS FOP. QE -STL SPLICE AVID WIT# SPEC/PICAT /OHS. WER /CTED BAR ANCNo A6E= IN CASES WHERE RE/NFO,eC/N6 BARS CANNoT BE Ei(TE/VDED AS FAR AS REQUIRED DUE TO THE LIMITED E�I7-E,17' OF THE 411/ACENr CONCRETE STQUC7U2E) TYE BARS SHALL EXTEND AS FAR AS POSS 1134E AND END /N STANDARD h/00KS_ STAND RD flQ4KS_ GARY ENOIN6 IN 2 1667" 4416L 6 BEND S 02 #OOAT S'W4 LL CONFOR M 7D TfIE QE0u12E4lE,VTS OF AC/ FOR NOOKS. BENT UP NO'.' MRS- AENT UP TRUSS BARS /N REINFORCED CONCRETE 041-4 ,9E ,BENr Tf/,e00,6,q AN ANUL E OF 4S'.' SLOPI,Y6 am wNOL/TN /C SLABS wl-rY TOPS ThIAT ARE 20PED SI/,4LL NAVE BOTIOMr SLOPED TNL SAME AMOUNT MA/NTA/NIN6 A ON /FORM SLAS rHiC,C1NEss_ "0411VO SUP809TE0 -SLA85. CONCZErE SL43S SL/PPORTED BYVOUND SHALL BE 4" TN/C/C,eE/NFORCED WITH 6 x L- Ialio WWF AT MID -DFP7N Of SLAB AND (DOWELLED ALON6 THE ED6E OF SLAB TO ALL ADJACENT WALLS, COLUMNS, AjV4 FOUNDATIONS W17H ,d3 d 15" THAT LAP /' -O" W/Thq WINE AND EXTEND INTO WALLS) COLUMNS, AND FOUNDATIONS AT LEAST 94; IF SLAB IS DES16NArLeD AS "R0477N4 SLAV O)V DRAWINGS, OMIT DOWELS ACID SUAST /TVTE 5YB` TN /Ck PkEMOLDED JOIA(T F/LLF2 TO ISOLATE 7'9E SLAB AeOM CONTACT WIT# THE STRUCTURE ALONG ITS PERIMETCk , f(AA EXCEPT AS OVERW /SE REQUIRE/, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314 "CHAMFERS. RE- EAITQANT CORNERS SIML.L NOT NAVE FILLETS. ANZOR BOLTS_ USE OF AAICNOR BOLTS tHALL SE 6OVERAIED SY THE FOLLOW/N6 TABLE BOLT D /AMETF,� Sig4 �¢ "'' IN /44F MIA, EMBEDMENT Al 4" 4" s„ G" 7, 8 y 4" STRUCTOR A L CONC. ALLOWABLE SHEA9 7504 1000 tt 1500-d 2XO0d 2500 3600d 35004 ALL BOLTS SHALL 13E HOT 01PPEO 6ALV41V1ZED UNLESS OTHERWISE NOTED. EMBEDMENT LEN6TH Fog 6OL7S /N TENSION SHALL BE DETERMINED &V TILE EN-6/VEER. FUTURE CONSTRUCT'10/V_ WHERE DRAW1,d6S /NOICATE ''P,QOVIDE FUk FUTURE coHSTQUCr /ON TfIE STRUCTURE SHALL TERM /NArE W/Tfl TfIE TVP/CAL CON. rTkUCTIOA( JOINTS AS AETWLEO. REIANFOQCIN6 BARS RUMVIA(6 /N TfIE DIRECT 108/ OF FUTURE CONSTRUCTION, INCLUDING 770SE BENT OFF AT 7'#,r- FACE OF THE STRUCTURE WHERE IT /S TO 8E EXTENDED IN THE FUTURE? SHALL BE DOWELED AS 00WN OH T,SIE TYPICAL /DETAIL I)a,4WIA16, WALLS AND SL485 SHALL 114VE DOWELS PLACED 0 AS TO A441A(rA/N rNE SAME D✓STAiVC,E FROM THE CENTER OF Tf/E DOWEL TO THE SURFACE OF THE WALL OQ SLAB AS rNE C0Z9E5Pi0ND11YC /(STANCE REQUIRED Fog THE REINFORCING BAR WITH WHICH THE DOWELS ARE LAPPED. S Y M B 0 L S WORK TO BE DONE 30" R C SE WER , SIZE 8 MA TER/A L or,-M. H. 2 MANHOLE DESIGNATION Ei STATIONING STA. 8 +20.6 ' cI -S 7A. 1/0 * 40 STA.112+43 CONCRETE ENCASEMEN r OR ENCASE- MENT PIPE 61 STAT ION ING EXISTING WORK GENERAL 61 SCOPE THE NOTES AMC DETAILS ON TN /S SHEET ARE 6ENERAL AND APPLY To THE EN71RE PROJECT _ tt o EXCCEPT WHERE THERE ARE SPECIFIC /NDICAT/oNS TO THE CONTRARY. ❑ 62 AP L /CA8LE,SPEC /RCATIONS AND CODES. CONSTRUCTION SHALL BE Al ACCORDANCE WITH THE LATEST C2 + EDITION OF THE 0N1Foa44 BUILD /N6 CODE EXCEPT WHERE OTHER APPLICABLE CODES Olt THE FOLLOWIN6 ■ WATER METER BOX NOTES ARE MORE RESTRICTIVE_ VA L V E 63 ALTERNATIVE DE5I6NS, THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE TIfE PQ/0R/TY C3 TELEPHONE CONDUIT 4ES16v- NOWEVE,R, ALTERNATIVE SYSTEMS AND DETAILS MAY RE USED IF rHE CD,VTRACro,e SUBMITS ELECTRICAL CONDUIT • U. P. PLANS WITH 5085TANTIAT /N6 CALCOLATIOV5 AA0 TEST DATA 79Ar ARE ACCEPTED BY rHE ELECTRICAL) 1#6/VIER. 64 DIMENSIONS. STRUCTURAL ,DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL OQ ELECTRICAL EQuIPMEIVT SHALL SE VtRIFIED BY THE CO,VTRACToR PR/ok TD CoNsr2vc7-loAl_ 65 PROI16100 FOR EQUIPMENT: MECNAN /CAL AND ELECr2/CAL EQUIPMENT SUPPORTS, AYCRORAOES .OPENINGS, RECESSES AND REPEALS NOT SHOWN ON THE STRUCTURAL De4W/N6S BUT REQUIRED BV C4 OTHER CONTRACT DRAWIA165, SHALL ,86 PROVIDED FOR PRIOR To CAST/N6 CONCRETE_ 166 CONSTRUCT /0N LOADS_ STRUCTURES NAVE BEEN DEP6NE0 FOQ OPER470NAL LOADS ON THE COMPLETE6 STRUCTURES; LVRIN4 CO3VSTRUC7'1o1V, THE STRUCTURES SHALL BE PROTECTED 8Y BaAUNG AND 8ACAA(0A(6 WNEREV,6k EXCESSIVE CONSTRUCT /ON LOADS MAY OICC4I2. 67 DQA /N466 SURFACES_ INHERE SURFACES ARE TO RE SLOPED FOR DRA/N,46E THEY SHALL BE GRADED AT 44" PER FOOT 077LIZ/N6 A TOPP /N6, AS DETAILED ON THE DRAW /N69_ 69 FLOOZ IRA /NS. SEE ARCHITECTURAL AND MECHANICAL 612AW /N65 FOR LOCATION AND SIZES_ DETAILS ARE SHOWN IN THE TYPICAL IJETA/LS. e5 STRUCTURAL DESIGN Sl 17,616N CODE DES($# IS /N ACCORDANCE WIT# THE LATEST E/OITION OF THE U,1I/F02M RUILD/M6 GOOF EXCEPT W11E2E OrHE2 APPLICABLE CODES OR THE F0LLOW1A(6 NOTES ARE MORE RESTRICT /VE_ S DfS768 LIVE LOADS_ A. FLOOR AREAS: (1) 0PE2AT/N6 FLOORS (FLOORS ON 010 MACHINERIES MAY BE DISAr(EMRL ED) - /60 PSF (2) EN61NE Room - 2 SU PSF (3) SIDE WALKS - 250 PSF (4) AVLOA13IN6 AREAS - 2% TON 7ZUC,r OR /00 PSF (S) OTHEe AREAS - /AD PSF -B. 6RAT14'6S, CNECAERFD PLATES, AND HATCHES - SAME LOADING AS ADJACENT HODA AREAS_ C_ STA IRS - l00 PSF D. RooF - 25 PSF C6 E. W /NlO /S PSF F. CRANE SYSTEM - IN ACCORDANCE WIT# 4150 SECT. 10 (C) e (D) C7 6_ SEISMIC LOADIV6 - ZOA/E IT S3 GIVE LOAD $16 LIVE LOAD S16NS SNAIL BE PQOVIDEO W AREAS WERE 7ME LIVE LOADS #AVE BEEN SPECIFICALLY NOTED ON THE DRAW/N65, SIGNS SHALL BE As REQuliev) IN rHE SPEC /F /CAT /OWS. S4 CONSTRUCTION J0bVrs. LOC4 710NS OF ALL CONSrR.UCr /DN .101V-S SHALL NAVE T& APPROVAL OF C8 THE EN6 1NEEQ. 11V WATERTIGHT STRUCTURESt PVC WATERST•oPS GALL BE PROVIDED /N T/YE e"STRUCrioN JO/Nrs. CONSrRUCT/ON JOINTS SHALL BE AS DETA /LED ON THE DRAW /NUS, C9 C/0 STEEL e// S51 BODES ANp ShECtF/CATtO/YS. STEEL CONSTRUCT /0N SHALL CONFORM To TIME SPEUFICATION AN/D STANDARDS AS LaNrA /N /N THE LATEST EDITION OF THE A /SC STEEL CONSTZOCTIO/V MANUAL- C/2 SS2 MATERIAL_ ALL STRUCTUeAL SHAPES, SARS? PLATES, AA(ID SfIEETS INDICATED ON THE /DRAW1,V6 SMALL ISE STEEL MEEP1,161 ASTM A-7 SPECIFICATIONS. SS3- WELDINd- _ALL WFUMV6 SHALL CONFORM TO A -W S. CODE FOR AEC AID CAS WELD196 /N BLDG. ,CONSTRUCT /O 954 ENCASED STEEL. STEEL COMPLETELY ENCASED /N COA/CRETG SHALL NOT BE 644VMIZED 04 C13 PAINTED AND SHALL 11AVE A CLEAN SURFACE FOR BONDING CONCRETE WHEN /r IS CAST SSS PA /NTIA(G_ ST`RUCrVR41_ STEEL SHALL ICE PAINTED IN ACCORDANCE WITY SPEUF/CAr/On(S. C/4 ALUMINUM A 1 !; fC /F1CAT/OA(S AND COAEL ALUMINUM CoMfr OCT /ON SHALL BE IN ACCDRDAMCE W/TN 4SCE "S 9E0F/C47-10419 F02 STRUCTURES OF ALUM /NUM ALLOY 6061-76 CIS AAFEK K4,61 E CODE- 44WCRE7F CONSTRUCT /DN : *4 LL 60NA0ZAf TD Thy LATEST Ela/770N OF 7 E AC I , 411LDIA16 CODE (AC/- 3/B). RE-STL QfTA /LS_ ALL DETA /L1/V4, mse /CAI /dN AND ERECTloA, OF.QEINFOQCIN6 RA,¢S� UNLESS OrNE2W /SE NOTED, SMALL ISE /N ACCORDANCE WITH M4N04L OF - D"UDAQD PR4C7'10E FOZ 0,fr4/L /NB REINFORCE/D COA/CRETC STRUGTUQES AC/ -&/S LATEST' ED /T /0M DES 16N 1 FR ESSES_ A. CONCRETE, 3,OX PS/ UL7'MArE COMPRESS /VE STRESS A7 28 /SAYS. 8. RE/NFOR01V6 STEEL (l) TENSION DOE TO FL ENURE, WrFRMED /ATE GRADE - 20, 000 PSI �2) COLUMN k6tVFORC /N6 /NrE9446D 1ATE 4RADE - 16, 000 PS/ (3) COLUMN ZE /NFORC /Nd, IIARD l,C4 0E - :0,000 P51 CONCRETE COYER. CoNCQETE COVER 'role RE /NfORC /N6 BARS SHALL 6E AS FOLLOWS WITH MINIMUM (OVER OF ONE ,649 DIAMETER . A. CONCRETE CAST A641NSl aR00A/0 -3" B. COwILEr6 TO &E /N CONTACT WI TN SEWA4E - 24 C. CONCRETE ON 6(rER /0,2 FACE OF FX rE2 /0R WALL - 2'y D. 60A(4RE7E TO BE IN CO*TAC7 W/TN 6ZOUN0� W.CA Tt /EQ, OQ - CLEAN WATER . (/) AT A495 6RE4 TER TfIA N A'S - 2" (2) AT BARS kS Ore LESS - / %2" jE. CONCRETE NOT TO Af EX�SED TO ACOUND, WEAT,S(ER, OQ CLEAN WATER. (1) BEAMS AND COLUMNS - 1 %" (2) SLABS, JOISTS, AND WALLS - Y¢' MI#IMUA4 QE 1NF09C4MENT. C0A1,CQETE 60A1S7,0007'10N SHALL RE REINFORCED 0MCfETE Ferpr X111 RE PL,41N 041aETE (P10) IS CALLED OUT ON THE ORAWIN6S IN WHICH CASE NO 2EINFORCEMEA17' W4 LL bE USED. CONCRE r rh/AT /s" No r bE S/GA/A TE0 P1C AND /I',�s No Z1A1A0RC6U51 I r INDICA TEL SHALL BE kE /NFORCED PER ACI 3 /B AND r#,t- FOLLOW /N6 SCHEDULES_ STEEL FOP, REINFORCED CONCRETE WILLS WALL Rf/NFORCEMENT EACH WAY 77116 MESS SIZE SPAc/N6 PoSITiON it 14 12" ON � d" 4 /0� ONE 10'' 4 /4, EF 12" 4 /3`` EF i4 v S l7" EF to S /6'` EF I8" S IS'' EF LaOWELS- REWNFORCIN6 6AQS USED AS DOWELS SHALL 6E THE SAME S/ZE AND SPAC/N6 AS gAES WIT# WH/CN TNEV ARE LAPPED, 54C SPLICES_ UE,er/CAL RE1NFOR41,V6 BAR SPLICES /IV COLUMNS SHALL NAVE AT LEAST 20 ,4A,2 DIAMETER LAP) ALL Or&/L 6A2 SPLICES Sq,4LL BE LAPPED AT LEAST 24 SAR DIAMETERS. THE LEN6r# D,c LAIC SPLICE OF BARS 0,c D✓FFEQENT D14446TEA SHALL BE BASED oN THE LA26E,e DIAMETER. 1349 SPLICES MAY ALSO BE MADE V WEL13l816 /N ACCORDANCE W/TN THE DETAILS FOP. QE -STL SPLICE AVID WIT# SPEC/PICAT /OHS. WER /CTED BAR ANCNo A6E= IN CASES WHERE RE/NFO,eC/N6 BARS CANNoT BE Ei(TE/VDED AS FAR AS REQUIRED DUE TO THE LIMITED E�I7-E,17' OF THE 411/ACENr CONCRETE STQUC7U2E) TYE BARS SHALL EXTEND AS FAR AS POSS 1134E AND END /N STANDARD h/00KS_ STAND RD flQ4KS_ GARY ENOIN6 IN 2 1667" 4416L 6 BEND S 02 #OOAT S'W4 LL CONFOR M 7D TfIE QE0u12E4lE,VTS OF AC/ FOR NOOKS. BENT UP NO'.' MRS- AENT UP TRUSS BARS /N REINFORCED CONCRETE 041-4 ,9E ,BENr Tf/,e00,6,q AN ANUL E OF 4S'.' SLOPI,Y6 am wNOL/TN /C SLABS wl-rY TOPS ThIAT ARE 20PED SI/,4LL NAVE BOTIOMr SLOPED TNL SAME AMOUNT MA/NTA/NIN6 A ON /FORM SLAS rHiC,C1NEss_ "0411VO SUP809TE0 -SLA85. CONCZErE SL43S SL/PPORTED BYVOUND SHALL BE 4" TN/C/C,eE/NFORCED WITH 6 x L- Ialio WWF AT MID -DFP7N Of SLAB AND (DOWELLED ALON6 THE ED6E OF SLAB TO ALL ADJACENT WALLS, COLUMNS, AjV4 FOUNDATIONS W17H ,d3 d 15" THAT LAP /' -O" W/Thq WINE AND EXTEND INTO WALLS) COLUMNS, AND FOUNDATIONS AT LEAST 94; IF SLAB IS DES16NArLeD AS "R0477N4 SLAV O)V DRAWINGS, OMIT DOWELS ACID SUAST /TVTE 5YB` TN /Ck PkEMOLDED JOIA(T F/LLF2 TO ISOLATE 7'9E SLAB AeOM CONTACT WIT# THE STRUCTURE ALONG ITS PERIMETCk , f(AA EXCEPT AS OVERW /SE REQUIRE/, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314 "CHAMFERS. RE- EAITQANT CORNERS SIML.L NOT NAVE FILLETS. ANZOR BOLTS_ USE OF AAICNOR BOLTS tHALL SE 6OVERAIED SY THE FOLLOW/N6 TABLE BOLT D /AMETF,� Sig4 �¢ "'' IN /44F MIA, EMBEDMENT Al 4" 4" s„ G" 7, 8 y 4" STRUCTOR A L CONC. ALLOWABLE SHEA9 7504 1000 tt 1500-d 2XO0d 2500 3600d 35004 ALL BOLTS SHALL 13E HOT 01PPEO 6ALV41V1ZED UNLESS OTHERWISE NOTED. EMBEDMENT LEN6TH Fog 6OL7S /N TENSION SHALL BE DETERMINED &V TILE EN-6/VEER. FUTURE CONSTRUCT'10/V_ WHERE DRAW1,d6S /NOICATE ''P,QOVIDE FUk FUTURE coHSTQUCr /ON TfIE STRUCTURE SHALL TERM /NArE W/Tfl TfIE TVP/CAL CON. rTkUCTIOA( JOINTS AS AETWLEO. REIANFOQCIN6 BARS RUMVIA(6 /N TfIE DIRECT 108/ OF FUTURE CONSTRUCTION, INCLUDING 770SE BENT OFF AT 7'#,r- FACE OF THE STRUCTURE WHERE IT /S TO 8E EXTENDED IN THE FUTURE? SHALL BE DOWELED AS 00WN OH T,SIE TYPICAL /DETAIL I)a,4WIA16, WALLS AND SL485 SHALL 114VE DOWELS PLACED 0 AS TO A441A(rA/N rNE SAME D✓STAiVC,E FROM THE CENTER OF Tf/E DOWEL TO THE SURFACE OF THE WALL OQ SLAB AS rNE C0Z9E5Pi0ND11YC /(STANCE REQUIRED Fog THE REINFORCING BAR WITH WHICH THE DOWELS ARE LAPPED. S Y M B 0 L S WORK TO BE DONE 30" R C SE WER , SIZE 8 MA TER/A L or,-M. H. 2 MANHOLE DESIGNATION Ei STATIONING STA. 8 +20.6 ' cI -S 7A. 1/0 * 40 STA.112+43 CONCRETE ENCASEMEN r OR ENCASE- MENT PIPE 61 STAT ION ING EXISTING WORK 0---< GUY WIRE 20' -I8 "X 24" CUL VER T - L ENG TH, NUMBER, SIZE AND C. M. P. A_ MA T ER/A L (HEADWALLS IF - -__ --- APPLICABLE) CURB AND GUT TER CONCRETE PAVEMENT x -x G P� °F wASy/ Q o Fss/is T I9' ANAL AS CONSTRUCTED DATE DEL. 24,1963 I.) ®8 C) EDGE OF PAVEMENT (ASPHALTIC) EDGE OF TRAVEL ED WAY(UNSURFACED) RAILROAD-SINGLE TRACK RAILROAD-DOUBLE TRACK FENCE - WIRE DECIDUOUS TREE E VER GREEN TREE SOIL BORING Q DESIGNATION ROCK RIVER OR CREED N CAL Du, QJ of WASH�2 o •� cam, < tiA O A9 O F�s T E '�V\�' NAL SANI TAR Y SEWER B SIZE MANHOLE SD 24� STORM DRAIN B SIZE o INL E T ❑ CATCH BASIN W 4 WATER LINE B SIZE + FIRE HYDRANT ■ WATER METER BOX 0 VA L V E G 2% GAS L INE B SIZE T TELEPHONE CONDUIT E ELECTRICAL CONDUIT • U. P. UTIL / T Y POLE (TEL EPHONE OR ELECTRICAL) 0---< GUY WIRE 20' -I8 "X 24" CUL VER T - L ENG TH, NUMBER, SIZE AND C. M. P. A_ MA T ER/A L (HEADWALLS IF - -__ --- APPLICABLE) CURB AND GUT TER CONCRETE PAVEMENT x -x G P� °F wASy/ Q o Fss/is T I9' ANAL AS CONSTRUCTED DATE DEL. 24,1963 I.) ®8 C) EDGE OF PAVEMENT (ASPHALTIC) EDGE OF TRAVEL ED WAY(UNSURFACED) RAILROAD-SINGLE TRACK RAILROAD-DOUBLE TRACK FENCE - WIRE DECIDUOUS TREE E VER GREEN TREE SOIL BORING Q DESIGNATION ROCK RIVER OR CREED N CAL Du, QJ of WASH�2 o •� cam, < tiA O A9 O F�s T E '�V\�' NAL 24-D TYP. 0 0 CORNER 13AR ° ALLOWED- IN UEU $ENT LONGIT ALTERNATE f5ENDS 'I M EQUAL 1'- 9 MAX. R / C WALL INTERSECTIONS a ENDS VA EQUAL. • • is - � • ° o , 1�8 ° ,.. \ •, r d BEAM 8r SLAB KEY VAR WATER STOP VA CONST. JOINTS vA VERTICAL CONST. JOINTS IN WALLS 1 PREMOULDE JOINT FILLER VA TYPICAL EXPANS -ION JOINTS PEDESTAL SHALL BE bF TY PE SHAPE RECOM MEN OED • BY EQUIP. MFR 4 APPROVED THIS AREA TO BE PAY ENGINEER TREATED WITH tlt4 FIZ" M X•E.W. RUG ASOL 'C' MIN. [ -o' o TREAT AREA BETWEEN RE-STL W /RUCK ASOL 'C' 10" OR STD HOOK AT 5TM OF SLAB HORIZ. CONST. JOINT vAR -EQUIPMENT SUPPORT VQ 40 MAX. ALT METHOD TO W PJ O SL B END CUT W SAW __\ I , I GREASE SCREEN SIDE IgI?EMPERED HARD80AR0 PER FED. SPECS. L LL- H - 35 - WEAKENED PLANE JOINT VAR is 24 D 24 D ALTERNATE �� PHANTOM ALTERNATE SENDS x MAY 5E EE U5ED IF FOOTINGS -M. WALL 15 CAST MONOLIT IC .e ° • :e — ,l W 17 H FOOT 1 N �-, . 1 Q i,_- IV- a CUT TO STEEPEST 5LOPIE—__/ SOIL WILL STAND STEPPED FOOTING VA 20 D W IN. EXTRA BARS EQUIV. TO GARS •CUT Al, O ENING. i-0 YP p AA At 4p NOTE. RE /NFORCEMENr IN OTHER DIRECT /ON NOT SHOWN, BlJi SHALL BE TREATED IN SAME Mq/VNER AS a4R5 SHOWN. R/C SLAB OPENING VA SEE PLAN EMBED METAL WHERE a READ ON PLAN. f.. 3D MIN. ? VARY TO ELEV. , ' • O ON PLAN ° Ord ' GRAVEL AS REQ' D -- _ - ON PLAN SAME AS FLOOR SLAB SLAB DEP- RESSION -- vAR TH15 PROJECT CONST. •• FUTURE CONST. R 5AR REQD IN THIS ° PROJECT (SEE PLANS) �: HEX NUT ROD COUPLING CAPA5LE OF DEVELOPING FULL STRENGTH OF C THREADED DOWELS `cu 50 D M IN. o o. Irllllli�r�1� EQUAL DOWELS, FOR FUTURE CONST. vAR vi PAINT BOLT #. WASHER TO MATCH ADJ. CONC. STEEL WASHER NON- 5TRUCTURAL WALL 5EE ARCH. t MECH. DWG. FOR LOC. — 4 4- 6" 6" NON - STRUCTURAL PARTITION FOOTING VA PIPE —, LAP WELDED R /BAR SPLICE -,—FINI5MED FLOOR ST R UC'TURA L 'CON C. ° Z_ = STRUCTURAL ` . ° -CONE. , TYPICAL FLOOR DRAIN vA 2 �► 5 UNLESS - : OTHERWISE NOTED' _ TYP. ' 71 EXTRA REINF. AROUND SLAB 8k WALL OPENINGS vA : Z �C ICI ' MAX. VAR ? ? /32 MIN_ ALL AROUND N I I 1 -WALL OF - BUTT WELDED R / BA R SPLICE STRUCTURE - SIZED .JOINT SLEEVE Y4 MIN. -COAT EXPOSED SURFACE YN /COAL TAR EPDXY Zyk_4 -4 /1S WWI= FASTENED RUBBER CASKET TO SLEEVE Al' PL ANT CEMENT MORTAR) PLACED IN FIELD —/ FLEXIBLE- JOINT PIPE AT STRUCTURES G cti H C4 OF WASH Q OF WAS,y F o a W o % t`GIS T E�klrlv F E`CIS T Ok41 SS�oNAL � - ss�ONA r 6x6x3/8k. .4 "MIN; %44 EYE BOLT G A LV. • - W LIFTING EYE r VAR 104979 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT TYPICAL CONCRETE DETAILS DETAIL USED ON METROPOLITAN ENGINEERS A VARIOUS DRAWINGS BROWN AND CALDWELL CANEY AND KRAMER MILL AND INGMAN R.W.tECK AND ASSOCIATES REGONN[ 4' APPROVED otalawa. A.Cr -c o.A.R D-WG. ti rq - N.1.e/elilwr M AS CONS 1 � • V CTE D r for M•t►eplrtu+ ERa1w•e.s •Povto , / `'tI twat$[. r DATE DEC. 241 1 963 // /// /�i ` DATE FILE wUYKR $MEET wUNKR DRAWIw{ wUY.ER For momicip.i ty of wt.e►e11teR sett» I MAY 1961 G 2 D O 48 1 G G IGA5 JOINT SEALER, OR EQUAL o 1 GAS JOINT 5EALE R ° ; , ' I/2 PREMOULDED OR EQUAL, ON ' - -, EXPOSED 51DES JOINT FILLER - = - b'�PVC WATER STOP - 6" PVC WATER STOP .0 COAT W/VVATE •. GAS TAR , • 1" PREMOLDE D JOINT F I L LE R VA N 1 PREMOULDE JOINT FILLER VA TYPICAL EXPANS -ION JOINTS PEDESTAL SHALL BE bF TY PE SHAPE RECOM MEN OED • BY EQUIP. MFR 4 APPROVED THIS AREA TO BE PAY ENGINEER TREATED WITH tlt4 FIZ" M X•E.W. RUG ASOL 'C' MIN. [ -o' o TREAT AREA BETWEEN RE-STL W /RUCK ASOL 'C' 10" OR STD HOOK AT 5TM OF SLAB HORIZ. CONST. JOINT vAR -EQUIPMENT SUPPORT VQ 40 MAX. ALT METHOD TO W PJ O SL B END CUT W SAW __\ I , I GREASE SCREEN SIDE IgI?EMPERED HARD80AR0 PER FED. SPECS. L LL- H - 35 - WEAKENED PLANE JOINT VAR is 24 D 24 D ALTERNATE �� PHANTOM ALTERNATE SENDS x MAY 5E EE U5ED IF FOOTINGS -M. WALL 15 CAST MONOLIT IC .e ° • :e — ,l W 17 H FOOT 1 N �-, . 1 Q i,_- IV- a CUT TO STEEPEST 5LOPIE—__/ SOIL WILL STAND STEPPED FOOTING VA 20 D W IN. EXTRA BARS EQUIV. TO GARS •CUT Al, O ENING. i-0 YP p AA At 4p NOTE. RE /NFORCEMENr IN OTHER DIRECT /ON NOT SHOWN, BlJi SHALL BE TREATED IN SAME Mq/VNER AS a4R5 SHOWN. R/C SLAB OPENING VA SEE PLAN EMBED METAL WHERE a READ ON PLAN. f.. 3D MIN. ? VARY TO ELEV. , ' • O ON PLAN ° Ord ' GRAVEL AS REQ' D -- _ - ON PLAN SAME AS FLOOR SLAB SLAB DEP- RESSION -- vAR TH15 PROJECT CONST. •• FUTURE CONST. R 5AR REQD IN THIS ° PROJECT (SEE PLANS) �: HEX NUT ROD COUPLING CAPA5LE OF DEVELOPING FULL STRENGTH OF C THREADED DOWELS `cu 50 D M IN. o o. Irllllli�r�1� EQUAL DOWELS, FOR FUTURE CONST. vAR vi PAINT BOLT #. WASHER TO MATCH ADJ. CONC. STEEL WASHER NON- 5TRUCTURAL WALL 5EE ARCH. t MECH. DWG. FOR LOC. — 4 4- 6" 6" NON - STRUCTURAL PARTITION FOOTING VA PIPE —, LAP WELDED R /BAR SPLICE -,—FINI5MED FLOOR ST R UC'TURA L 'CON C. ° Z_ = STRUCTURAL ` . ° -CONE. , TYPICAL FLOOR DRAIN vA 2 �► 5 UNLESS - : OTHERWISE NOTED' _ TYP. ' 71 EXTRA REINF. AROUND SLAB 8k WALL OPENINGS vA : Z �C ICI ' MAX. VAR ? ? /32 MIN_ ALL AROUND N I I 1 -WALL OF - BUTT WELDED R / BA R SPLICE STRUCTURE - SIZED .JOINT SLEEVE Y4 MIN. -COAT EXPOSED SURFACE YN /COAL TAR EPDXY Zyk_4 -4 /1S WWI= FASTENED RUBBER CASKET TO SLEEVE Al' PL ANT CEMENT MORTAR) PLACED IN FIELD —/ FLEXIBLE- JOINT PIPE AT STRUCTURES G cti H C4 OF WASH Q OF WAS,y F o a W o % t`GIS T E�klrlv F E`CIS T Ok41 SS�oNAL � - ss�ONA r 6x6x3/8k. .4 "MIN; %44 EYE BOLT G A LV. • - W LIFTING EYE r VAR 104979 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT TYPICAL CONCRETE DETAILS DETAIL USED ON METROPOLITAN ENGINEERS A VARIOUS DRAWINGS BROWN AND CALDWELL CANEY AND KRAMER MILL AND INGMAN R.W.tECK AND ASSOCIATES REGONN[ 4' APPROVED otalawa. A.Cr -c o.A.R D-WG. ti rq - N.1.e/elilwr M AS CONS 1 � • V CTE D r for M•t►eplrtu+ ERa1w•e.s •Povto , / `'tI twat$[. r DATE DEC. 241 1 963 // /// /�i ` DATE FILE wUYKR $MEET wUNKR DRAWIw{ wUY.ER For momicip.i ty of wt.e►e11teR sett» I MAY 1961 G 2 D O 48 1 G G I N CONCRETE , C . CONCRETE BLOCK5 . W/ CELL5 FILLED —= t BRICKS: 10 GA. X 11/4 D W/ X1 O X� RAWLPLLJ6j IN GONG. BLOCKS W /CELLS UNFILLE01' 3/16 (o TOGGLE BOLT/ '. SCREW ANCHOR. IN WOOD- 10 GA,x Si4M W000� SCREW P 3/a� X 3" DIA • W/ ROU NO, 5MOOT H. BEVEL. EDGE. SECTION G7 WHERE PLAN t�DICATE5 U- MOVAPSL.E HAND RAIL, P OVIOE N0.5 IZ GN, .L111K CI LAIN W[ WAT SNAP AT ONE ENU •- RAMP IS 6' OR. MOR _O PLINC&S - PEOPLE MAY PNSS I IN IV I %_ -// w A- S -- iT at NO x 4" Roo PLUG WELD TO " CSK, STAII USS STL AND BOTTOM MACH. SCREW- FIELD SPLICE i74"ep STD. PIPE i II X x V SLEEVE NUT , t -ow vVELOED TO FACE 6 3' X " 60LT5 r3 _Y 2' /z PIPE. BY 113 6 is" otc. SOCKET �i1 � � �' " o b" - _ �' M TOP i w (4) 9A6 HOLE5 FOR TOP HANDRAIL OT _ /VE= o P05T MOUNTING N.� ALL RIATL /N6 5HA LL $F JOB INEA 571RED EFOR� FABR /CATION. NO F1fL�U CUTTING ®�O B K` DR wIrL,UI NE wIL L $E nERM/iTED. DR1 LL 4, FASTEN L7 "4 �/4 R. `� � O RAIL /N65 WHICH 00 NOT FIT MOU/VTIIVG5 TO CONCETE W/ > `�I � - pt?EV /Ov5t Y SET 11v CONCRETE, w/L L BE 20 G A . x 1'12 400 D $ ' RE✓ECTF'D. SCREW IN #20 X I" Q � ih -SLOPE SANE AS RAW LPLUG5 +4 S C k RS -2�4_ 1'. _ N 0 t" DEFORMED -LI4 STI) PIPE' MID-RAIL F3AR, GALV. .4 \_�a gotT N RAIL "Orr: WALL MOUNTING LAODER RuN65 0. C. %4' x 3'' IL WROU+4D "' AlO rE= SMOOTH BEVEL EDGE MOUNTING WELDED CONSTRUCTION UNLESS OTHERWISE' /VOTED. ' 3 C 5.o POST ALL M47-ER/AL N0.8 EA WALL MOUNTED HANDRAIL EMF.3EDDED IN srEEl PLArE, CALVAN /ZED CONCRETE 5" AFTER FA BR /CAT /ON. POST MOUNTING LADDER RUNG VA j HOSE RACK DETAILS COVER 0- SUPPORT 'CLEAR /2 COVER PL ATE 55 %4' F H. SCREW ro W/ NUT 12 "MAX. O.C. NOTCH FOR SLIDE GATES „ .,\ N.T. _0 '�4" _ 6 POSTS a 5 -0 `MAX. O.C. 4" rn SLEEVE - - - 1,DEFORMED BAR 1 � NUT � � � ° II - • BLOCK fLGE v � � � y � ,/4 - - - - 0 ,1 V`lELD v .0 0 11 ' OPENING M. (SEE PLAN) 1/ a 1/4 -�► SLIDE 6ATE FRAMES 1/4"X 4" BOLT 0 V E R It- — DOWN C �C OV ER & SUPPORTS 80LT VA SUPPORTS AT SLIDE GATE A 1/e 13/8 1/8 HAND HOLE DETAIL 6 3/4 e ° 4 " V R N ° MOUNTING 4 � /4� S7 D. POST G 7 - -TACK WELD A3 BENT GALV. AFTER SIDE MOUNTING - 2�' X 4" PIPE SOCKET. _DOWNWARQ 6ALV. AFTER FAZR1C SECTION 4 G7 SECTION G7 SECTION G7 RAILING DETAILS -.. /4,0 X 4e A NC h O R BOLT c _ IM — -s - — %q." MACHINE SCREW 0 • a". I "XI" X 1/8 ALUM. L. V DUCT O , ° ►- a Y4'01 A. X 6" ANCHOR STUD LF 12" P/C. BASKET , V47% IV4 X 4' GALV 5TL1_ LOOSE TYPE COVER P. 8r SUPPORTS vA " X 1" SLEEVE NUT —`z4 "CAP, YYELD AND L ��/2 x I �2 x' /4 M�ER � CoN-�_ SPACER EAR WELDED To G 7 A i R TIGHT DUCT 3= sc °' PIPE GRIND SMOOTH HELD 4 CORt1ER5_ GALV. GRATIN6 AS REQ'D TO LEVEL TOP LANDING AFTER FAI3R. ' CONNECTION Va _ ,- -= 1" ,� GALV. ST n. ssf PIPE HANDRAIL 6' GAL 4 MIN_- 3 ✓ - r, - -_ �� _ _/. �, NoLEs Q I6' o�G 1/ 1 ALIGN. boLT5 b -' fOZ I&OLTING TO MIN_ INCR. L TO _ SET IN CONC. j , GRATING END WALL — , L..� - , _ 3/4%) P05Y CONC. LANDINC� SU17 G �4 —sl/2 PIPE GRATING ANGLE END SUPPORT DET. s /,gc_Kr=r_y_uRED, k 0 ' SLEEVE `�� G �� 0 —1 C ,5, GRATING SUPPORT SECTION 5 GRATIN6 SUPPORT Vic' N �� LSx2X�iib P�� °F w'"k ,� G7 NOTCH FOR SLIDE, MAT IN6 Z CROSS BARS [SATES 3 /loo 421 WELD ° W MUNICIPALITY OF METROPOLITAN SEATTLE � y "THICK WASHE TO TREAD �Fss��STE��, SEWAGE DISPOSAL PROJECT STRUCTURAL. WELDED TO POET s 3/i6 oNQ� E� CUT t WELD SUPPORT �N 1 i _ / I, �6 ALUM. CLIP W/ RISER HEIGHT ,, o �>a�owF< PICAL METALWORK DETAILS i �o WASH, � T Y 1, �1 - %4 STOP I — HOLEg FOR 4T'/�_h ° �� _ `� oy Q ENDS SLIDE GATE TO GRATINb E, NOTCH TO A1�1CNgC�. I30L S , FRAME FIT FLANGE OF SUPRDRT 3" PE TO 12. �� F �� '`FS ��sT �' METROPOLITAN ENGINEERS CLIP DETAIL 5/44!0 ' SioNA� DROWN AND CALDwELL CARET AND KRAMER SLEEV € � MILL AND INGMAM R.M. ftKCK AND ASSOCIATES t3ARS GRATING SUPPORT 3tg`xb�D1A " " °� SPAGER Q APPROVED / _RASE k °E.�e »EO �G, C. � ATSLIDE GATE ovv.c,. _ �.,*o�Ep - .f.epii en 11�1Rew{ NOTE: ALL 6RATING ALUMIN. UNLESS oTv4'ERW1SE .NOTED `"" "' AS CONSTRUCTED .w M.hePeh�eR EREiR.w• GRATIN6 SMALL CONFORM METAL GRATING INST. STANDARDS .,y..,T.E. "linear efre olNU wee/. CIRCULAR STAIR ISLE NU11.ER ."EET »� ». R DR.., ». NUY.ER GRATII�IC SHALL F3E END gAW3ED g DATE GRATING DETAILS DATE E .DEC 24,1963 w - ioi..fif, .+ wtre,e,,,.. 3.. +,•e MAY 1961_ G 2 0 0 7 •• 48 G 7 \YA 5j BE ARLN� S ,R, S12 TYPE _ SIZE TYPE _SIZE. S/16 H I /,, x tb %'1 .1 I3/4 3%6 p i' X 3A9 K 2' x 3/b» E 0/47 X %b'' L Z!/4! t F Y4 X Vte M IVi X *16 � y "THICK WASHE TO TREAD �Fss��STE��, SEWAGE DISPOSAL PROJECT STRUCTURAL. WELDED TO POET s 3/i6 oNQ� E� CUT t WELD SUPPORT �N 1 i _ / I, �6 ALUM. CLIP W/ RISER HEIGHT ,, o �>a�owF< PICAL METALWORK DETAILS i �o WASH, � T Y 1, �1 - %4 STOP I — HOLEg FOR 4T'/�_h ° �� _ `� oy Q ENDS SLIDE GATE TO GRATINb E, NOTCH TO A1�1CNgC�. I30L S , FRAME FIT FLANGE OF SUPRDRT 3" PE TO 12. �� F �� '`FS ��sT �' METROPOLITAN ENGINEERS CLIP DETAIL 5/44!0 ' SioNA� DROWN AND CALDwELL CARET AND KRAMER SLEEV € � MILL AND INGMAM R.M. ftKCK AND ASSOCIATES t3ARS GRATING SUPPORT 3tg`xb�D1A " " °� SPAGER Q APPROVED / _RASE k °E.�e »EO �G, C. � ATSLIDE GATE ovv.c,. _ �.,*o�Ep - .f.epii en 11�1Rew{ NOTE: ALL 6RATING ALUMIN. UNLESS oTv4'ERW1SE .NOTED `"" "' AS CONSTRUCTED .w M.hePeh�eR EREiR.w• GRATIN6 SMALL CONFORM METAL GRATING INST. STANDARDS .,y..,T.E. "linear efre olNU wee/. CIRCULAR STAIR ISLE NU11.ER ."EET »� ». R DR.., ». NUY.ER GRATII�IC SHALL F3E END gAW3ED g DATE GRATING DETAILS DATE E .DEC 24,1963 w - ioi..fif, .+ wtre,e,,,.. 3.. +,•e MAY 1961_ G 2 0 0 7 •• 48 G 7 \YA 5j OQ D/TCH ,PESTOP.4T /OrV f4//OTH - - E.YCEPT AS r(/OTED sHovLoE,P C,PI/s11fD ,S'UQFAC/XU6 Tf/ /C,C�E/(/ED EDGE OR ASP114L T/C CU.QB SECT /OXV TO �Y1,4TCH EX /ST. S//OULDEle -- 7 EXf7B•4/(/,(�iYJEXVT O,e D /TCH %ST S7'PEET 67,E D /TCH ,W1DTilY - BAC,kF /LL - OWP,4CT /O/(/ ,PEQU/,PEMENTS' TYPICAL ROAD SECTION ASPHALTIC SURFACED STREETS (TYPE A. B & C RESTORATION - SEE SPECS.) ,QESTO,PAT/O/t/ 0//107h' BY D/.STU,PBED R1�4ELS EXCEPT AS XVOTED I EX /ST. ST,2EET GRADE CE/YlE/VT CO/t/C. P1ihlT TYP. ✓O /,VT I D /TCH iV/OT/y - BAS e,4 -1ZL COi !?PACT /D�t/ ,PEQiY1TS �'UEFAC /'uG C,QLLEO DUT TYPICAL ROAD SECTION PORTLAND CEMENT SURFACED STREETS (TYPE D RESTORATION - SEE SPECS.) ,FES702 84 T /O/(/ AY 1,07'11 - EXCEPT AS 11071"0 SHOULDE,P T,PAI/ELEQ Sl/,PFi4CE SHOULDE,2 O /TCH 'W1,0711 - BAeeAILL - EiYlB,9/V,C�AIEXVl C0.17P,4CT/D,U ,PEQ iylTS C,PUSHED O,P D /TCH CALLED OUT OXt/ OIVGS Sl/APFAC1A167 TYPICAL ROAD SECTION GRAVEL SURFACED STREETS (TYPE E RESTORATION- SPECS.) %ZAXUXI/ULA,2 SX�/9CE 2°/L1,4X. yJ -- %214/V/UC/LA,P ISP,4CE I ,P,4rtl XVEC,,E�,QEQ D fi�f/fit/ "- " OR; (/G 6,Ae2 TE,P rl6k l 3/8- Z /.�(L� fA.Uit/ULA,P SP,4CE TYPICAL R.C.P. JOINT 60 INCH I. D. & LARGER /XYlP,eOliEO X°,4,P,C� /NG ST,P /P a- F /LL - T///L,ZEXUED EDGE O,P Cl/Ae® SECT /OrV TD 10,,4TC'h' EX /ST. T,PENCH s//,4LL 9z olM,/4TE,?ED TO DEPTH OFEXe,4X47 /O.t/,4A1,0 BELOW BACL�F /LL. C",r S",1Z BE TAZ6V DL/,P//t/G 7h 0110474 14167 OPE,?,4T /ah SO 711XT,40,./,4CENT GQOUX 1,0 "rl-,,e LEVEL /s/l/OTPEDUCED 70,4 /4� /,t/T Ti1,4T WOULD ZX1,0,4X1/G'E,P .40 ✓,4e7X1T ST,?l/CTU,PE.V AGVV P,eoPE,eTr. - �SEPA,Q,4TE CO/VC' CU,PB - /rLIP,POI/ED S /DE`Y.4L,C� CO/(/L: CUA09 r,,4, WED ✓r D /TCH Xt/OTES Sl/,?F,4CE ,E�ESropAT /opt/ PE,Q DWGS. E SECS v TOEPEXUET ,P,4r /O,(/OFSh'O,P /�t/G O,P SHEETllvs ,4S /PE4'D BY W : 10R ,4S TYPICAL VERTICAL TRENCH (FOR BEDDING a BACKFILL MAT'L a COM- PACTION SEE SPECS.) IWX PE,PH/SS /BL E - TO ZO /DEEP TO /•UVE,PT XwIAX. PE,Prl7 /SS /BLE 7,10 `70- jo /DEEP TO PT D,Q /G /it/,4L G•U� O N ��j �D Ica OO ��Ov�V D /TCH � _N Ne J a�t/EXc,4�,oTEo p v p W,47ZR1,4Z o QQZ�Q �apvOV TOE PE.UETp4710X/ OF Sh'O,P /,t/!,' D.P rIIZF7 -lxla AS era "o B)' F /ELD CO/(/D /T /ox/S 0,2 ,01-f 1 710/(/67!/1" TO,QETA//(/ 6,9J.('ET O/U TH,PEE S /DES �' 6,P00{/E TD BE.4,p D/!/ G,4•S,E'ET `f/f/E,l/ ../O/.1/T /S' CDit/•SU�YII�lIiQTEO• 6,4.5,01"7 P,PE, OZ So I$fl" -. OF O.P /G /.(/,4L ST,PETCfiXED A�E'EA. Z. SAW4LL 1",P 40 /° /PE IWY BE BELL SP /GOT. 3. Th' /C,eW_SS Ov'70A1GUE ,F 6;POO Yz r A1,4y A,PY BY .s %, /19POV /OED Tf/E .SUAl OF TffE /,P Tff /C/C�rVE�S'S Sh,4LL BE /1010 % (e) �Ll /,l/US TiSrE,q.U,!/UL,4,Q SPACE 4. COXI/T,PACT0,2 ".4LL SY/B/�l /T DET,4 /LS OF ✓O //t/T FD,Q 4PRe(9X4Z . /P /f�l/ 0,2 EASEiyIEi(/T iY/OTiS/ _- �YJ,4X. O. D. t 2',wv-. 0( SUBSEQUE/(/T "eloo 'FILL S41, N CLASS I, I,, ETC. O �'' %J /ZiN /N s4 � ,4SX(/OTED, v V p Q O ' �pV �c kZ IA117 /.4L 9,44eF /LL 120 ° ' • ' SVBSEQUEXVT B4CE'F /LL :"LASS I, ETC /9S VOTED O/V D/'YGS BAC,E'F /LL /20' • - - � • _ • - � BEDD /XVG /%2 xia f is /SAX �I OD. f Z'/Ll //t/. - �o TYPICAL SEMI - CONFINED TRENCH (FOR BEDDING & BACKFILL MAT'L a COMPACTION SEE SPECS.) P ,�, �-- -L0,40 /t/6BLOC,C' S(/PPO,PTBLOCK I I I r JOINT SHEAR TEST FRI P S TOT,4L TEST LOAD s EFFECT /!11" P /PE AW1671171°LUS /4PPL /ED LOAD. /0//Oz- S /Z1" 90 " 96 N /OB ~ /ZO LOAD P 29 32 40 SO TYPICAL EMBANKMENT TRENCH (FOR BEDDING & BACKFILL MAT'L & COMPACTION SEE SPECS.) P /PE DES�GXt1 SUBSEQI/EXI/T BAC,(�F /LL CL/4SSI, Il, ETe' AS /VOTED BEOD //(/G DES /G,V ,4SSU�19PT /O,(/S �/. �F TWO L k-'1" F,5 O/P TWO ,5/ZeS /. OZ S16 MZ-7X/00 SH64L L BE UL T/XYIATE S'T,PZV67 -H �F R91A1F. ,57 EEL ARE U5E17 /.5'ED /N DF.S /GN COMPC/TA /ON5 2 L 0.40 FACTO,P ,C� _ / 8 "CT //1" SHALL FE THE EFF d TO ,3 ,ll.V 54X 0745;Y TE/(1S 10X1 JX/ /,US /DE FACE, ;�f /E CE/V TiPO /D OF THE .STEEL 4 ,� ,V DEVOTES ,4X /,4L COtiIP,PESS/O,C/ jC'iPOUP. ,S ,�� = 4000 Psi Diu. E' 600o r�si �l,4X. /Z. pct , AS COMPUTED 8Y EQUAT /ON 6• 49 OF THE AC/ CODE, ,, HA L L NOT' 7. ST,PESS D /3'T,P /BUT /O�t / O.t/ CO�t/C,PETE ,S.4/•4L L BE EXCEED Ph AS COMPUTED By 4SSe1WZ_D TO BE /PEC7,4X1S,11LA,e E- 4T /ON 48 OF THE AC/ CODE. B EFFECT OF 610Rp,PESs 1yE �2E //(/FO.PCEi11Eit/T Sh',4LL BE X(/EGL ECTEO /X(/ DES /GEC/ OF SECT /ON 9. C,POIY,(/ OF P /PE . f"z L 6'4jl"r OF ,PE //(/FO,PCE�LIE/(/T ,4S Tfiz- /0, C /iPCL/MFE.QENT /hiL 5TCEL .5H,4 LL HA VE CNr INCH Mery /MU/I�I COVER. 104481 BLOC,E/ i \4- F * A SN �Q W none7- ��,� MFG I S T E Q ��\2 BLOez FSS /ONA\- AS CONSTRUCTED DATE DEG 24, X963 Q�lo ° WAS// <, N Z NAL c F0,2CES,4CT /,(/G Od/SECT/O/t/ S /Z1" ryPE S /DE BOTTO/LJ /XVS. 90 H M - ?-?4 -20.6 90 Ao' -146 -12.7 '-/Z.7 t14.6 tZ.9 96 M -407 -35.8 !33.0 t�0.7 fS.9 /OB ~ Xi%- 289 - 25.2 f 2/ O t 28 9 f 4.6 /08 /08" Xy1-23B -Z0-6 o-17.2 /08 M - Z6/ -22.9 7"/&.g f 26. / f3 9 108" Xy% -.f24 - 28.4 t 2Z, 4 f JZ. 4 t3.6 /V -,x.37 -29,f f 2Z. 6 tJ� 7 ,,S.7 DES /G,V ,4SSU�19PT /O,(/S �/. �F TWO L k-'1" F,5 O/P TWO ,5/ZeS /. OZ S16 MZ-7X/00 SH64L L BE UL T/XYIATE S'T,PZV67 -H �F R91A1F. ,57 EEL ARE U5E17 /.5'ED /N DF.S /GN COMPC/TA /ON5 2 L 0.40 FACTO,P ,C� _ / 8 "CT //1" SHALL FE THE EFF d TO ,3 ,ll.V 54X 0745;Y TE/(1S 10X1 JX/ /,US /DE FACE, ;�f /E CE/V TiPO /D OF THE .STEEL 4 ,� ,V DEVOTES ,4X /,4L COtiIP,PESS/O,C/ jC'iPOUP. ,S ,�� = 4000 Psi Diu. E' 600o r�si �l,4X. /Z. pct , AS COMPUTED 8Y EQUAT /ON 6• 49 OF THE AC/ CODE, ,, HA L L NOT' 7. ST,PESS D /3'T,P /BUT /O�t / O.t/ CO�t/C,PETE ,S.4/•4L L BE EXCEED Ph AS COMPUTED By 4SSe1WZ_D TO BE /PEC7,4X1S,11LA,e E- 4T /ON 48 OF THE AC/ CODE. B EFFECT OF 610Rp,PESs 1yE �2E //(/FO.PCEi11Eit/T Sh',4LL BE X(/EGL ECTEO /X(/ DES /GEC/ OF SECT /ON 9. C,POIY,(/ OF P /PE . f"z L 6'4jl"r OF ,PE //(/FO,PCE�LIE/(/T ,4S Tfiz- /0, C /iPCL/MFE.QENT /hiL 5TCEL .5H,4 LL HA VE CNr INCH Mery /MU/I�I COVER. 104481 BLOC,E/ i \4- F * A SN �Q W none7- ��,� MFG I S T E Q ��\2 BLOez FSS /ONA\- AS CONSTRUCTED DATE DEG 24, X963 Q�lo ° WAS// <, N Z NAL c 1p/PE iYIAY BE LUB,P /CATEL E /TiyE,P BYD,Q/LL /it/G 11ozi A_e,0 / , f11k!AXCZ_ OAP BY D .e 1LL 1A16 71'1R1_1 P IPE SHELL. /FBY THE L,4TTE,P, HOLES SH,4LL BE .S'E,4LE0 {rl� /TH E/I�BECO G,QDUT .4FTE,e CDiYIPL ET /Ox/ OF polar DUu/DE Lw1w TO BE BAC,C� PAC,C�ED N/ /TH SA�t/D 4X1,0 G,PO(/TEa. CW7 C,PEOSOTEa 71/iIBE,Q sf' /D F0,2 P /PE, tit /,U. 4 x4" 0 1Z0 " /.D. C,4S/,(1GP /PE •o_. O C•4'P2/E,Q P /PE 90 "RCP 4Y4 - 14 6 ,PCP DI�E,P EXC,9!%4T /D�tJ f11ALL � G•PDUTED. CASIX16' PIPE F /LL p0 /OS /Y�CLE.4�t/ P/T A06x1 Ir"1O C.4,P,P 1Ece P /PE 90Ilecp M- 146 IFCF -F /LL zCIA cR- /20 °/V/ sem1,r41-TE,2 P /PE H,4S BEE,(/ PLACED TYPICAL JACKED OR TUNNELED _q- oti CROSSING NO SCALE N0 �a �� Q o' 5rA. Of if o h10 N. 1174,017 75 Q kk /e I 130 120 //0 l00 71-001 • � ho �� - _ S• 2p o3 , o /O Pz,-ew ESwT _ E 00 A�t/GLEPO /,VT - �. sEE ABOVE 5 • �° �� — POWER ""—CoA,ESh1T O� �\ TRA N.5M / S510N EFfLUj&T SE`I'EZS L //VE5 SCHEDUL E I -SEE ON(;. P102, slog E S/09. -10 "PCP N � I I I 0 I e � 1 � 1 1 � STA. 0,1 75.95 - 5b''�e N Ilk O O ,? i i3 _0r } PLAN Alf ,e .o Z-- *4 ,m 12" .9 /O" SECTION #4 %m /8 "f X14MCE,Ps 2- IS' IY00vO - % I ANGLE POINT DETAILS NO SCALE NO. iL CD�t/ST ES.stiIT. 154 R/N6 NO. . //5.5 / r SECTION #sue /2M PA /�t/T EDGES OFL.4�1! /�t/,4T /Oi(/S W /TH , 4SPHAL T AWZ-A/ 6E7T1A16 IAA POS 1710AI — /Z X /Z /BLOO,�.lG4i�vsT fit/D OFT�PE.I/CH ^D.�/T,2.9CTD,QS 8X8 SST 6x6 E,PECW& SUPPdPT - -� 3X8 BLDC,� +� x 40 BBB SECTION e P201 I 201 _ 2 L.4hl 1X1..4T /D,t/S - //SE /2d G,4Lp.U.4/LS FO,P tL.4i1�1 /�t/.4T /D.VS BL OC,E' /,C/G 6X6 - 4',e X 6 ` ,4SP114L7 , lwpe"1.1.47ED 6X,fff r AL L A,P0a1,10 o. ALL T,QE�(/Ch' /�t/G - SEA!/ - CD,UF /,t/ED, EXCEPT /.9C,NE0 -- OR TU.t1,(/ELED C,PDXYIXISX _ -- 2, D= / _ - -_T IT .4L L BA��F /L L /�l/G E,YCEPT -/.4C,C�ED DAP TU�(/.UEL ED -+- A- 3. SU,PFACE PEST0,2,4T /OTC/: a I A SECTION #sue /2M PA /�t/T EDGES OFL.4�1! /�t/,4T /Oi(/S W /TH , 4SPHAL T AWZ-A/ 6E7T1A16 IAA POS 1710AI — /Z X /Z /BLOO,�.lG4i�vsT fit/D OFT�PE.I/CH ^D.�/T,2.9CTD,QS 8X8 SST 6x6 E,PECW& SUPPdPT - -� 3X8 BLDC,� +� x 40 BBB SECTION e P201 I 201 _ 2 L.4hl 1X1..4T /D,t/S - //SE /2d G,4Lp.U.4/LS FO,P tL.4i1�1 /�t/.4T /D.VS BL OC,E' /,C/G 6X6 - 4',e X 6 ` ,4SP114L7 , lwpe"1.1.47ED 6X,fff r AL L A,P0a1,10 ELEVATION M.H. Flo/ -6e 5TA, lO f 35.15 BULKHEAD DETAILS N /73 255.-3/ E. 1654; 126. 72 NO SCALE P,eESS F,eA.HE PRO P0 1 EO T C N NA 1ic_4PFCW,4Y - _ - _ N — C) / `\ rr 5 J Fu ruRF 90" � 615.43 �— .� 0 �� M. H. RO / -67 (PPESS ' Eit/D OF `�ti 5TA. 44- 19.92 FPXOF �, � 40 CD,I/,ST. ES�IIT. SCHEDULE 2 Gy f'16.53,696-47 / ALL T,QE�(/Ch' /�t/G - SEA!/ - CD,UF /,t/ED, EXCEPT /.9C,NE0 -- OR TU.t1,(/ELED C,PDXYIXISX _ -- 2, Sl1BSE2UEx /7 BAC,eF/L L / _ - -_T IT .4L L BA��F /L L /�l/G E,YCEPT -/.4C,C�ED DAP TU�(/.UEL ED -+- A- 3. SU,PFACE PEST0,2,4T /OTC/: tt - a 1 - - i-I _r r� -Li -- _-1L - 5TA. Of00 TO 5TA . 5130 —Al-146 .57A. 5- 30 70 STA 7170 M -234 5TA. 7/-70 TO 55A. 10-1-34,71 _ , ELEVATION M.H. Flo/ -6e 5TA, lO f 35.15 BULKHEAD DETAILS N /73 255.-3/ E. 1654; 126. 72 NO SCALE P,eESS F,eA.HE PRO P0 1 EO T C N NA 1ic_4PFCW,4Y - _ - _ N — C) / `\ rr 5 J Fu ruRF 90" � 615.43 �— .� 0 �� M. H. RO / -67 (PPESS ' Eit/D OF `�ti 5TA. 44- 19.92 FPXOF �, � 40 CD,I/,ST. ES�IIT. SCHEDULE 2 Gy f'16.53,696-47 / 0 J 2 3 4 5 6 7 PLAN AND PROFILE SCALE': HORIZONTAL I "= 50,VERTICAL i "= 10 8 -9 /O ASCONSTRUCIE DATE DEC. 2411963 G 130 �t/OTES ALL T,QE�(/Ch' /�t/G - SEA!/ - CD,UF /,t/ED, EXCEPT /.9C,NE0 OR TU.t1,(/ELED C,PDXYIXISX 2, Sl1BSE2UEx /7 BAC,eF/L L .4L L BA��F /L L /�l/G E,YCEPT -/.4C,C�ED DAP TU�(/.UEL ED C,POSS /�t/GS - CLASS _ZIL 3. SU,PFACE PEST0,2,4T /OTC/: ,4LL CULT /p,4TED "64 DES /SX/: 5TA. Of00 TO 5TA . 5130 —Al-146 .57A. 5- 30 70 STA 7170 M -234 5TA. 7/-70 TO 55A. 10-1-34,71 Al- l46 ■� e ' ■� ` ` �■ ■� ■:1� 1��1; ■III �■ III■' ■� -�1� I . ■III III■ mim 1 1 ■III III■ ■� � ■ ■ ■� ■� �n� ten■ ■� � �� ■ ■III �N►7 0 J 2 3 4 5 6 7 PLAN AND PROFILE SCALE': HORIZONTAL I "= 50,VERTICAL i "= 10 8 -9 /O ASCONSTRUCIE DATE DEC. 2411963 G 130 �t/OTES 1�0�5%v /00 SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT //o �K °F WA °o WQZ�i� RENTON SYSTEM P�� Wasy�y iZ oPP� EASTSIDE INTERCEPTOR— SECTION I �F� SOUTH INTERCEPTOR Fs, u- 'a T ER`s ��' Fs Is /00 0/0NQL ENS s /oNQ� E�� STA. 0+00 TO STA. 10+34.21 - TEiLlP METROPOLITAN ENGINEERS BULL�HE.90 BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.BECK AND ASSOCIATES RECOMMEN �AJ//� '> " 90 APPROVED DESIGNED En. - -- �� _�lJ Liz ��:��a DRAWN �— . - -- Probe Engineer -metropolitan Engineers /-�/� �//,/'(� APPROVE For Metrapoll ?an np Merf CNECRED!Sa -S.' -� `' SUBMITTED — let n Inee etropolltan Enameerf DATE FILE NUMBER SNEIE 31 NU BER DRAWING NUMBER For Munlaipallty at M.t.opol,ton Seattle MAY 1961 _ R 201 B OF _ 48 P 201 ALL T,QE�(/Ch' /�t/G - SEA!/ - CD,UF /,t/ED, EXCEPT /.9C,NE0 OR TU.t1,(/ELED C,PDXYIXISX 2, Sl1BSE2UEx /7 BAC,eF/L L .4L L BA��F /L L /�l/G E,YCEPT -/.4C,C�ED DAP TU�(/.UEL ED C,POSS /�t/GS - CLASS _ZIL 3. SU,PFACE PEST0,2,4T /OTC/: ,4LL CULT /p,4TED "64 DES /SX/: 5TA. Of00 TO 5TA . 5130 —Al-146 .57A. 5- 30 70 STA 7170 M -234 5TA. 7/-70 TO 55A. 10-1-34,71 Al- l46 1�0�5%v /00 SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT //o �K °F WA °o WQZ�i� RENTON SYSTEM P�� Wasy�y iZ oPP� EASTSIDE INTERCEPTOR— SECTION I �F� SOUTH INTERCEPTOR Fs, u- 'a T ER`s ��' Fs Is /00 0/0NQL ENS s /oNQ� E�� STA. 0+00 TO STA. 10+34.21 - TEiLlP METROPOLITAN ENGINEERS BULL�HE.90 BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.BECK AND ASSOCIATES RECOMMEN �AJ//� '> " 90 APPROVED DESIGNED En. - -- �� _�lJ Liz ��:��a DRAWN �— . - -- Probe Engineer -metropolitan Engineers /-�/� �//,/'(� APPROVE For Metrapoll ?an np Merf CNECRED!Sa -S.' -� `' SUBMITTED — let n Inee etropolltan Enameerf DATE FILE NUMBER SNEIE 31 NU BER DRAWING NUMBER For Munlaipallty at M.t.opol,ton Seattle MAY 1961 _ R 201 B OF _ 48 P 201 1130 1120 11.1/0 1/00 I -• I =• SCfi�EDULE / E,4STS /DE /,VTf�PCEPTO�' � �, . --- -- - - M. H. RO / -/ N. 174, //0.60 EFFL UEit/T SE`YE,PS 5TA_ O f00 E-,165.3,535-52 .OPESS. f'_P.4ti1E I SEE 10W676, S /08 r 50' >r x(/77° 28X46 "Z- /0 1 P,_r9Af E,5MT I I 3o'cO,vsr. Ester. /2'PEPM. E5M7' BOR /NG NO. 4 h EL . 115.63 - -r --+- + F - t - -� - -r- + +�— r —+- F —T -fi -+ -- + —}--+— t - - -t -t--► - �—i - -t -+ CO/V5'T -- - 7 SCHEOI/LE 2 EA 51V r S011711 /�(/TE�PCEP7O' R /V H. R0/ -2 N. /74,249.34 5TA. 6 *40 5. 1654,160.30 P,PESS. F,P,4W,F x ' x x x CONCRETE SADDLE (C- 0.01/) P_ _ NORTHERN 014C /F /C )q,4 /I- WAY FU T-URE 12 "CONK. M. H. !?O/- 3 Al 174,391 STA. 12 -1944 E. 1654 798. P,PESS. F2AiYlE X/ 77°28 "46 "E x -- x - -- x - x - -- x- -- -x - WAR PC JIMMEMAR-70,10P, DATUM NOTE: PROJECT ELEVATION 100 EQUALS MEAN SEA LEVEL DATUM U.S.C. a G.S. - 1929 (1947 ADJ.) 1045 ,C6 SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT RENTON SYSTEM CAtoq \oH of W4 Syi�yc�l EASTSIDE INTERCEPTOR - SECTION I z� -° STA. 0+ 00 TO STA. 23 +00 Fs IS T E4 s /ANAL `�� METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER FROM= HILL AND INGMAN R.W.BECK AND ASSOCIATES APPROVED DESIGNED l.�1,a, ' �,!YC� RECOMMEN �j DRAWN �'r ✓'G _ — CHECRED�,. ,�-/ ZCLG/ AipROV Pre cf Engineer - Metropolitan Engineers �� for Metropellfen Er"gineers ��, A -_!� SUBMITTED_ hief Engineer - Metropolitan Engineers DATE MAY 1 961 FILE NUMBER R 2 01 B SHEET NVMBER DRAWING NUMBER 32 48 P 2 0 2 Far Municipality of Metropolitan Seattle DF fi� 11M.- AMWAW0M ' • � �_ �■ � � • . r - � / �� Ali■ ' ��■ ■■■■ -- -- ■►�� -- ■■■o■i Ire I �■ �� X11■ SOS ■ ■� �� ■ •: " X11 . • • • ..IWA- NEW IME 8 x— — x 0 `0 1130 1/20 1//0 1/00 I •• O / 2 .3 V 77a28r46 E A -- - x x —x x - -4 x- 4 5 6 7 8 9 PLAN AND PROFILE SCALE: HORIZONTAL I't =501, VERTICAL 1=t0' I � EC. T/QA/ L //VE rwx LOT 7 ~ .30 'CO,(/ST ESi19T. &0 CoAvsr. TAX LOT S7 ESi11T. NO ,r0A1ST ES/NT. P /PE ov /11O,2,Q PL Q FUTU,PE /2 /.30RlNG NO. 6 p � X/77e2B'46aE - - -x x -- x — - - -� - - - - — N.. P. ,2,P. P1L GA 5 MA W VE/V T 40 CO�(/ST. ESA�1T. A f NORTHERNV PXC /F /C RA/LWAY --/ CONTPACTOv' TO NOT /F?' UT /L /TY co. PAP /OR rO CO/VST 7-A115 AREA M.H. R01 - 4 [Al /74 ,537.4 4 ST,9 /9169 �E /, 6S5, 457.70 P�PESS 1 PAhfE Eft f 14- /5 16 /7 /9 19 zU PLAN AND PROFILE SCALE: HORIZONTAL I "= 50111VERTICAL I"-10' z/ 130 120 //0 Pm 80 AS CONSTRUCTED DATE DEC. 2471963 /12� i� /. T,PE�t/CH .SECT /Ot/. ST,4. 01100 TO STA.1,3t00 — E- A40AN1<MEN7- Z. S'UBSEQUE�(/T B.9CL�F /LL STA. O t 00 TD STi9. Zit DO -CLASS � 3. SU,PFACE ,2Er7c; 2e lrlO /: ST•9. 20,1-2_5' TO STX 231100 - CULT /V,9TE0 .9,QEA 4 P /PE DES /GN: S7 0-1 00 TO 5TA . 22-1-00 N- 299 1301 1201 //01 /001 gal :. 1 ,4AIY PORT /OA/ 0,,C- 1110RR. CD�(/ST,PUCT /O�(/ SH•9LL BE CLE.9,QE0, ,pDOTS Sh141- L BE LEFT /F P,IFW_ L/i(/E,4&, 0 6;e"E 9s Sfl,44 L BE PL,4CE0 a T2ACrle .S /OE 0,?c',9L 1l r1VME1VT. 410 EXC4VWZT 0 iLl.9TE,P /AL TO BE Rz"e, 'ED SOl/Th' a P /PE 9- DATUM NOTE: PROJECT ELEVATION 100 EQUALS MEAN SEA LEVEL DATUM U.S.C. a G.S. - 1929 (1947 ADJ.) 1045 ,C6 SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT RENTON SYSTEM CAtoq \oH of W4 Syi�yc�l EASTSIDE INTERCEPTOR - SECTION I z� -° STA. 0+ 00 TO STA. 23 +00 Fs IS T E4 s /ANAL `�� METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.BECK AND ASSOCIATES APPROVED DESIGNED l.�1,a, ' �,!YC� RECOMMEN �j DRAWN �'r ✓'G _ — CHECRED�,. ,�-/ ZCLG/ AipROV Pre cf Engineer - Metropolitan Engineers �� for Metropellfen Er"gineers ��, A -_!� SUBMITTED_ hief Engineer - Metropolitan Engineers DATE MAY 1 961 FILE NUMBER R 2 01 B SHEET NVMBER DRAWING NUMBER 32 48 P 2 0 2 Far Municipality of Metropolitan Seattle DF ' -- -- - - -- -- 14- /5 16 /7 /9 19 zU PLAN AND PROFILE SCALE: HORIZONTAL I "= 50111VERTICAL I"-10' z/ 130 120 //0 Pm 80 AS CONSTRUCTED DATE DEC. 2471963 /12� i� /. T,PE�t/CH .SECT /Ot/. ST,4. 01100 TO STA.1,3t00 — E- A40AN1<MEN7- Z. S'UBSEQUE�(/T B.9CL�F /LL STA. O t 00 TD STi9. Zit DO -CLASS � 3. SU,PFACE ,2Er7c; 2e lrlO /: ST•9. 20,1-2_5' TO STX 231100 - CULT /V,9TE0 .9,QEA 4 P /PE DES /GN: S7 0-1 00 TO 5TA . 22-1-00 N- 299 1301 1201 //01 /001 gal :. 1 ,4AIY PORT /OA/ 0,,C- 1110RR. CD�(/ST,PUCT /O�(/ SH•9LL BE CLE.9,QE0, ,pDOTS Sh141- L BE LEFT /F P,IFW_ L/i(/E,4&, 0 6;e"E 9s Sfl,44 L BE PL,4CE0 a T2ACrle .S /OE 0,?c',9L 1l r1VME1VT. 410 EXC4VWZT 0 iLl.9TE,P /AL TO BE Rz"e, 'ED SOl/Th' a P /PE 9- DATUM NOTE: PROJECT ELEVATION 100 EQUALS MEAN SEA LEVEL DATUM U.S.C. a G.S. - 1929 (1947 ADJ.) 1045 ,C6 SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT RENTON SYSTEM CAtoq \oH of W4 Syi�yc�l EASTSIDE INTERCEPTOR - SECTION I z� -° STA. 0+ 00 TO STA. 23 +00 Fs IS T E4 s /ANAL `�� METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.BECK AND ASSOCIATES APPROVED DESIGNED l.�1,a, ' �,!YC� RECOMMEN �j DRAWN �'r ✓'G _ — CHECRED�,. ,�-/ ZCLG/ AipROV Pre cf Engineer - Metropolitan Engineers �� for Metropellfen Er"gineers ��, A -_!� SUBMITTED_ hief Engineer - Metropolitan Engineers DATE MAY 1 961 FILE NUMBER R 2 01 B SHEET NVMBER DRAWING NUMBER 32 48 P 2 0 2 Far Municipality of Metropolitan Seattle DF �^� - -� -1 /D'R,6e,0.. - /00'C10A45'T. E-S,07 64 ESS.F' 4�LlE - - -- - - -- - -- - - -- y -- X — X - -- X— Z 57,4. 43719. - — � N. 175,063-40 or ro BElisEO Foie ,Y�uL ,QOAO ,o � 826, 09 T 001elly(; CONST,QUCT /0N /N _ - --� - -dir - - - - - - - - - _ _ U. 15,4k A __ _ - _ - - -- ` -_ L �1 ,L N. J `3.9'00F _ J _ I - - - - -- - -.... - - -- - -- - - • u P.� f r r T i rL rTr TrTT� T FIT = TT'fT'TTT _ - - -- --- -- - - - - - - - -- -- '/ - - - - - - -- - — - - - - - �• �- - - -� D� - rSrrl -„ ? f — —, - - -- - - - -� rrrrrrrrrn- \�/ I • U S. 89 0 42' ,! 7 "E, Tr+-rrrrr -- - - - �1— FUTEREl2''CONN. U. P. - - - - - -- - - - - -- - - -- - - -- _ 8 "'W - -- - -- ---- - - - - -- - - -- - - - -- - - - - - -- - - - - - -- i UPS{ �\ // - -- - lB LLLLLL, , , , , , , 1Uµ 1 � 8oR /)V C NO. 7 u o 5 T. M. // RO / -9 92 ND . x I F"Z . /22. /O -� \\ I I O s TA. 52 t83.80 N. / 75, 94 7 77 1 I �. 1 130 1100 I wlv, i X - 30 "C,0X1S7- ES1W7. I X F� /rU�E 12 CON/V. RO /- /O M. H. — — M.H Rol -9 5TA. 57472.94 1 5TA. 52-k83-80 N. /75, 945.3 / R yEY NO /5 78 i N. / 75 94 7. -7 -4 p - oh CO/Y/V£CT /ON •5U � __ � -- - -- - .- - -- - - - -- - - E. /60 5 79 / 3.58 7TH .0 V� Ate: TYRE1 B ,20,4D ,VESTO,P,4, -1 - 90 80 44 45 46 4-7 48 4" 5A 5 p, 2 1 i E115 WET WEL L EX/5 T O AL OW M. H. EX 15T, PC/MP STA. C3 7 TH AVE I I Up - - - -- -- -' -' -' ,,, - -- -- G -- -- - -- - "u - -- - - -- - -- - -' -- - - F0,2 ,4,QEA D /,STGI�,2BE0 /O "1`0RC, ' AMIN 50 5/ E 1657, 913.58 � I x I TYFE�9 D. ,PESTO,e /O,V 130 ■� III ■ ■� III ■�� ■I�� X11 ■I :• 5= 10.000651 50 53 54 1140 130 1 /20 I //O I /DO •2 U /? U P. I 13OR11V67 NO. 8 PViLIT. F,P,4i19E 44 H, RO/ 20 �'Msr. — - - �- - M H. RO/- /O 5TA . 6/ -1- .38 32 5 rA. 577172.94 /V. 17S, 942,66 y N, /75, 945.3_/ F_ . 1658, B88• .16 E-1658,402-72 FY /5T Fi "FIiL?l�'F ",d /N e +i ii i rn 1 1 1 1 1 ,„ 1„ El/D OF EX /ST f�,PTLAI/D czl- WA17- 1Pwvz1_vzX17 SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT R ENTO'N SYSTEM o OF W4Sy'��F`r EASTSIDE INTERCEPTOR —SECTION I Z _ Fss/ /S T E a� STA. 43 +95.09 TO STA. 67 +50 UNAL ENv METROPOLITAN ENGINEERS v BROWN AND CALDWELL CAREY AND KRAMER Q3 MILL AND INGMAN R.W BECK AND ASSOCIATES APPROVED Z) -' - DRAWN _ CN[ck[D�� Ct�•��; 11_1,L e- 1�4� � Project Engineer - Metropolitan Engine"* APPROVE For Metropolitan Englneers } Inver- -Metropolitan Engineers DATE MAY 19 61 FILE NUMBER R 2 0 18 SNEET NUN ER 34 of DROWIN6 NUMBER P 2 0 4 �- For Municipality of Mefropol,fon Seattle 53 54 1140 130 1 /20 I //O I /DO •2 U /? U P. I 13OR11V67 NO. 8 PViLIT. F,P,4i19E 44 H, RO/ 20 �'Msr. — - - �- - M H. RO/- /O 5TA . 6/ -1- .38 32 5 rA. 577172.94 /V. 17S, 942,66 y N, /75, 945.3_/ F_ . 1658, B88• .16 E-1658,402-72 FY /5T Fi "FIiL?l�'F ",d /N e +i ii i rn 1 1 1 1 1 ,„ 1„ El/D OF EX /ST f�,PTLAI/D czl- WA17- 1Pwvz1_vzX17 6Z 6 -3 64 65 66 67 AS CONSTRUCTED DATE DEC. 2411963 14.0 (30 ?zo fio (00 _e If1l =�IIIIIIIIIIIII � e '/O 1 901 _ I I I I I I 1 180 I 55 56 57 58 v /. 7VIX101 SECT /O.(/: STA. 4.3 f 9S 09 TO STA. S6 l 40 78 4E,2T /CAL L37A. S7, 7P 94 TO STA. 6 7 ,&SO - vE,P71l,4L Z. S!/BSEQUE.VT B,41,C'F /L L srq Q� � 95 09 To srq ss6 t 44.78 - cL,4ss� STA. ,57,1 72- 94 TO STA. 67 ,4 SO — CL,4SS .Z2 3 SU,PF,QCE ,,PESTO,P,9T /O�(/: C 17-Y OF 1?ENT0/V Sf'FC /F/ CA T 101y5 4 /PE DES /G�t/: STA 43,-95 09 TO .STA. 6000 — 1Af -238 STA 60Y, 00 TO STA. 67tSO — /Y- /9S 5. R£LOCAT /ON C. D. 'h`3 1045us SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT R ENTO'N SYSTEM �\o H c44o OF W4Sy'��F`r EASTSIDE INTERCEPTOR —SECTION I Z _ Fss/ /S T E a� STA. 43 +95.09 TO STA. 67 +50 UNAL ENv METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER MILL AND INGMAN R.W BECK AND ASSOCIATES APPROVED DESIONED C -' - DRAWN _ CN[ck[D�� Ct�•��; 11_1,L e- 1�4� � Project Engineer - Metropolitan Engine"* APPROVE For Metropolitan Englneers } Inver- -Metropolitan Engineers DATE MAY 19 61 FILE NUMBER R 2 0 18 SNEET NUN ER 34 of DROWIN6 NUMBER P 2 0 4 �- For Municipality of Mefropol,fon Seattle _46 01 t. __III � 1®�.Bi � ■�� ■li��■ � ■� IN ��■ ��III� ' =�� ■III ��■ mi .111® A.,i 6Z 6 -3 64 65 66 67 AS CONSTRUCTED DATE DEC. 2411963 14.0 (30 ?zo fio (00 _e If1l =�IIIIIIIIIIIII � e '/O 1 901 _ I I I I I I 1 180 I 55 56 57 58 v /. 7VIX101 SECT /O.(/: STA. 4.3 f 9S 09 TO STA. S6 l 40 78 4E,2T /CAL L37A. S7, 7P 94 TO STA. 6 7 ,&SO - vE,P71l,4L Z. S!/BSEQUE.VT B,41,C'F /L L srq Q� � 95 09 To srq ss6 t 44.78 - cL,4ss� STA. ,57,1 72- 94 TO STA. 67 ,4 SO — CL,4SS .Z2 3 SU,PF,QCE ,,PESTO,P,9T /O�(/: C 17-Y OF 1?ENT0/V Sf'FC /F/ CA T 101y5 4 /PE DES /G�t/: STA 43,-95 09 TO .STA. 6000 — 1Af -238 STA 60Y, 00 TO STA. 67tSO — /Y- /9S 5. R£LOCAT /ON C. D. 'h`3 1045us SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT R ENTO'N SYSTEM �\o H c44o OF W4Sy'��F`r EASTSIDE INTERCEPTOR —SECTION I Z _ Fss/ /S T E a� STA. 43 +95.09 TO STA. 67 +50 UNAL ENv METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER MILL AND INGMAN R.W BECK AND ASSOCIATES APPROVED DESIONED C -' - DRAWN _ CN[ck[D�� Ct�•��; 11_1,L e- 1�4� � Project Engineer - Metropolitan Engine"* APPROVE For Metropolitan Englneers } Inver- -Metropolitan Engineers DATE MAY 19 61 FILE NUMBER R 2 0 18 SNEET NUN ER 34 of DROWIN6 NUMBER P 2 0 4 �- For Municipality of Mefropol,fon Seattle _46 1140 1 130 1/20 11//o 1/00 1 90 1 140 11/30 1 120 1110 11/00 1 90 y a� m � 3> r G- -BRICK PA V'r 0 - -r —t- t - --t t -t - --f 1/ R. • L41 I 5TA. 9/ f49. /9 ( SUP. r� F2�9tiIE STAB 97.00 vi N. 177,593-75 z u. P /V. / 78 04 / 43 STORM RA /N /N T S AREA q EX. C.3. E./66D..31B•34 � 5 T E. /660, 338 8 9 0 I h �(n L OCAT /O %N /CI�Ci U R N � r � _ pR /NG O. r4 � � I. 1 L f3 I — _ - A l: AREA _ ,60 I NG A10. 3 FL . 134.7 e5L 134. CURB U} ---- w U. P. • poi ---- G 1u R fD6E C)f (31.A >P *UP I F - -- G 4~ % ..' >, °.'. UP DGE OF l3L ACID- TO ny - 1'�r ,- .rr - rrrTTrr — po LL NQ l 0 00 /�. / 2� N P RY TRACK' -rr I r -TAT _ - - -- - 000 c.B. � BORING U./,' -- -�- + -+ - - +rrr 1 r rt 134.5 - �- t- �- + - �,-rrr, -rr� , rr �� r -- 5 _.— - - -- - o-- - -- U P O Tt TFT I I T r -r�TT t r I-r TfT 1 T -r r— * - + - + —� *- - rT-rr„ r -1 rr -Trr I I rr - N f' RY TRACK err - - - -- - - - - -- I — cuRg _ - -- ____'._ 4_ +•- + -- -♦-- - i—'+--- --- -_ �r - m-rT- r' -rrT' TTT'T'TT'r TTT- TT -r,-r — T I rr rTrr ,TrTr, r ,, Trn' "T 1, I - P�i11T. f,PArtIE U.l? o I M. H. Rol - 20 P�iMT F,P,4i1'!EB 19 M. H !'eO/ / 51-A, 1014 2337 A/. d, 6 0.3 S 5 TA. 96 185-59 BOR/ G /VD. 2 At 178, 5 5.7, 57 N. / 78, , 4W S N 178, /!9 93 EL _ /35.0 E. /6G0, 390. 79 E 1660,4/4.04 .1660, 379.92 rr ;. ., m 92 R N P 64S L /NE TOBEAP T0C,4TED BY 6.95 CO 197 COr(/T•PACTD,P S N I E;('OZVSE 7 v► ln- 93 Bill[.■ ■.e.l ,. LLWl i/[LL Y../l ..111. ■1 \e.. .. u.• ...... ...... ■....1 ...... 1 G 4 M H. Rol-2o A1w7F,P,4WZ' S7"A. 102-k48.37 N. 178, E80.35 5 /660, 4/4.04 94 95 96 97 98 PLAN AND PROFILE, SCALE: HORIZONTAL 1"=501, VERTICAL I"=10' _ II f I APP'PDX. ,FA1D OF 6A5 MANN BONG /V D. /2 5 r. EL.1133.20 0 W,4 L K ENDS 4X C "w CURB - GUY W IRE j _ Q O I ' CONC. W41 L /00 � r ROl - 2/ 57-A. 112423.90 u. P IV. 179, 655.55 r 5,1660,439-39 SCHEDULE P. MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT //0 RENTON SYSTEM ca4o \oH of WAS,,V EASTSIDE INTERCEPTOR— SECTION I o z _ STA. 89 + 50 TO S TA 112 + 44 00 9F� �o 441 (� /S T E� . ss /ONAL ENS\ METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES 9O APPROVED 0[sIBNCD �_�� 4G D/ RECOMME � r�r•r•rr`ns ORAI/N APPROVED Prolect nglneer-Metropolrton Engineers GH[CRtD �� ■�_ C En Ineer - Mttropollton n inters �7 SUBMITTED ±�� DATE MAY 1961 FILE NUMBER R 201 B SHEET NUM ER 36 DRAWING NUMBER P 2 0 6 �� f_4R - - -- __ ■� -�� III 'iMi ��II� III ' �� ■ ■III I �■ �� III�'��li - 1 �� 0� �II� VIII >� III • =' , �� • • . �II� � �■ mil■■ III rI'lII� VIII �■ ■��II� ' VIII 1�■ ■�� II� - � ■III III III Ilr��■Ili �� ■ il� �NI iii �■ �� ■III III L'a�iil� VIII �� ■ - �tl� ■III X111 IU ■�<��II�' � �■�II� �11�1 'VIII • I■■■ � ■a11■■ ■III■■■ ■■�■� a■■■11� II i�a� u� . � , • � ■■■■ _ ■■a■■ �■n■ �ii� X111 �d� • . ,, � -• ■11111■■ �� II�■�■�i I �■IIII MUM �111 � � •: • ..•_ 11��11� �■ VA �1■■ mil■ ■■I ■iii �� III � 1i i ii: �II� - - 1�■I�111 - ■� .II � �� ■ ■111 11��111 I X11■ X111 �■ �N� 11��111 mum �� • : .... , mMA �NI X11 �A PH � �■ �� 1 �� Imo■ ;. ., m 92 R N P 64S L /NE TOBEAP T0C,4TED BY 6.95 CO 197 COr(/T•PACTD,P S N I E;('OZVSE 7 v► ln- 93 Bill[.■ ■.e.l ,. LLWl i/[LL Y../l ..111. ■1 \e.. .. u.• ...... ...... ■....1 ...... 1 G 4 M H. Rol-2o A1w7F,P,4WZ' S7"A. 102-k48.37 N. 178, E80.35 5 /660, 4/4.04 94 95 96 97 98 PLAN AND PROFILE, SCALE: HORIZONTAL 1"=501, VERTICAL I"=10' _ II f I APP'PDX. ,FA1D OF 6A5 MANN BONG /V D. /2 5 r. EL.1133.20 0 W,4 L K ENDS 4X C "w CURB - GUY W IRE j _ Q O I ' CONC. W41 L /00 � r ROl - 2/ 57-A. 112423.90 u. P IV. 179, 655.55 r 5,1660,439-39 103 104 105 106 107 /08 109 //O /// //2 PLAN AND PROFILE AS CONSTRUCTED SCALE: HORIZONTAL I" =501 VERTICAL 1 "= 10' DATE DEC. 2411963 I L/ 130 /0/ /02 103 /. rRIX/C'll SECT /ox/., STAB 89 ,175 TO ST,4 //Z�44 - `E,PT/C,4L TPEit/CH, , E,YCEPT FD,P ✓r�CE'ED O,Q TU.I/.t/ELED C,QGtfS /,(/GS. Z. 1fz/91fE41!/E,(/T BAC�F /LC STS B9�7S TO slq //Z t44 - CL,4SS1Z E.YCEPT FD,P 144C,eEO O,P TU.U.(/ELED C,EoSS/.t/6.5. C17'Y OF RE'1VTON 'SPECIF /CATIONS • •,? P /PE DES /G.C/: 57-A (59f 75 TO 5TA. //O f 00 M- 324 5,7A, 110400 TO - TA // 2 f 44 A4- 289 104 5 JIL0 1401 130 1201 1101 Mal Rm I /1?0 SCHEDULE P. MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT //0 RENTON SYSTEM ca4o \oH of WAS,,V EASTSIDE INTERCEPTOR— SECTION I o z _ STA. 89 + 50 TO S TA 112 + 44 00 9F� �o 441 (� /S T E� . ss /ONAL ENS\ METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES 9O APPROVED 0[sIBNCD �_�� 4G D/ RECOMME � r�r•r•rr`ns ORAI/N APPROVED Prolect nglneer-Metropolrton Engineers GH[CRtD �� ■�_ C En Ineer - Mttropollton n inters �7 SUBMITTED ±�� DATE MAY 1961 FILE NUMBER R 201 B SHEET NUM ER 36 DRAWING NUMBER P 2 0 6 �� f_4R __ VIII I �� ■ �� 0� VIII ■� �� I mil■■ VIII �� ■�� II� III �� III �NI �■ �� II� VIII �� ■ �tl� X111 �11�1 ■Ili . _ - _.. — _ - .. _ : �� _ �� NI MUM �111 •: • ..•_ VA 103 104 105 106 107 /08 109 //O /// //2 PLAN AND PROFILE AS CONSTRUCTED SCALE: HORIZONTAL I" =501 VERTICAL 1 "= 10' DATE DEC. 2411963 I L/ 130 /0/ /02 103 /. rRIX/C'll SECT /ox/., STAB 89 ,175 TO ST,4 //Z�44 - `E,PT/C,4L TPEit/CH, , E,YCEPT FD,P ✓r�CE'ED O,Q TU.I/.t/ELED C,QGtfS /,(/GS. Z. 1fz/91fE41!/E,(/T BAC�F /LC STS B9�7S TO slq //Z t44 - CL,4SS1Z E.YCEPT FD,P 144C,eEO O,P TU.U.(/ELED C,EoSS/.t/6.5. C17'Y OF RE'1VTON 'SPECIF /CATIONS • •,? P /PE DES /G.C/: 57-A (59f 75 TO 5TA. //O f 00 M- 324 5,7A, 110400 TO - TA // 2 f 44 A4- 289 104 5 JIL0 1401 130 1201 1101 Mal Rm I /1?0 SCHEDULE P. MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT //0 RENTON SYSTEM ca4o \oH of WAS,,V EASTSIDE INTERCEPTOR— SECTION I o z _ STA. 89 + 50 TO S TA 112 + 44 00 9F� �o 441 (� /S T E� . ss /ONAL ENS\ METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES 9O APPROVED 0[sIBNCD �_�� 4G D/ RECOMME � D W. t'7. ORAI/N APPROVED Prolect nglneer-Metropolrton Engineers GH[CRtD , F Metropolltwv?En Inesrs C En Ineer - Mttropollton n inters SUBMITTED ±�� DATE MAY 1961 FILE NUMBER R 201 B SHEET NUM ER 36 DRAWING NUMBER P 2 0 6 for M_umcipollty of M.tropoliten S.ottle f_4R 6 / 3 20',0Y;e - ESMT. Al P R TRACA- 1,�1P � cf D�J�' 24 aP /PE, TH /S .5CHFD. -% 59F�Ds 2 � � �;,,P E 5f E L EFr. / M. A/ Rol -22 i i p�C STA. //5f25.04 N / 73,956.6Y PL /� EED`ti5:S202 X b I / TH /5 5CHEDUL E �o� O Wj X/ /80, /OD. 40 I Z-1,66 0, 506. 65 I I —TOP OFB,4,�V� X1122 °272.3 "E I N. 180, 067.57 i _ X28• y �/ / P E. 1660,3 15 09 + i / 574. 1124 23.90 / N. /79, 635.53 �_ =Aw//. APO/ -22 �I 12 I N E. /660,¢39.83 ST.4. / /St25. O4\ i X1179,956, S9 I P,POF /LE BELOit/ E ,/660, 447.2/ /40 1 130 1 /20 1/0 /00 190 t COAI C (5RA VEL STA. 116 ,, 80.65 Re 8 UN1<f- R,5 = STA //7,�-21 99.411,0 - --,- -�- L-,-� � 1 1 O 6 -5EE NOT - C/ rY OF RENTOAI 5HOP 51J /L D/NG FUTURE 42 "CEDAR ,ei vz' e rRvme CON)V SIT DWG. 6 ,?0 2 Th/ /S 4-0A1,r2.9C7- -4 niV,-.7s7 i -111iTOei►ri7_V, PMA G k o i A4.14. PO1- 24 67A. 120,94.09 P. A/ / 80, 389.92 E. /660, 660.25 c Q M.Xy R0/ -03 1 N. 180, 3/7.3/_ 57A. //9 492 -71 J E" 1660, %3/- 00 SLOPE /NVF /eT 0,/0 AC�CO55 /0,//, 5 E E DWG 5002 BOR /NG ND. /5, EL . 132.3 113 114- 115 1l6 115 116 117 PLAN AND PROFILE SCALE HORIZONTAL I11 =501, VERTICAL 1-10 /3 LJ R n/ E 7- T -rr rr, -rr•r -rr-rrrrr- T,-n -r-r, -r- -r-rr rl-r rTr rr-rT-n TrTTT-r - TT-rT-r7 TTTrrr-i hi 1-111. ' GUY WIRE `` U P U. R. �.1• M. H. RO / -Z4 5TA.12Ot94.09 15OR/NG NO. 3 /V /B03 &9 92 P 140 1 130 1/20 1/),0 1.100 1 90 E. 1660,660-Z5 LL-. /29.5 i ST_ cn / -57 N S 5" E 118 3.2/ 5 P4 //q lee) U P. �• Q HYOr :� u. P 57A. I294 73.54 J M. H. R01- 25 N 181 269. 20 .5TA. 124*91•62 . 16601 676- 99 180, 15,7.35 !SEE ,0,WGS. 0208 2X°209 �Q E. 1660,666-93 FO,eDET,4 /LS /X(/TH /S,4e2W SCHEDULE 2 OWN= 1042,1 MUNICIPALITY OF METROPOLITAN SEATTLE 1 SEWAGE DISPOSAL PROJECT //0 RENTON SYSTEM \ "ACD WAS "X�`I�� 61 ■� o11q— O � Z �o� STA. 112+44 TO STA. 129+84.97 /00 ASS /ONA� METROPOLITAN ENGINEERS ��v\ BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.SECK AND ASSOCIATES 90 APPROVED DESIGNED ��m ?C- RECONNE �D _ �� ■■� 110 FINE ME! wougm �f ■� I■�� /.!■ �. • :, .. VIII �i■ 10111111 , , •; �;\ !f�1 . . , -� L �/I■, - • � - - ''' ° i mill �� MEMORIAM ■� ENNIM Ali ■� ■I� �■!I �II� i 1M ■�� ■mil: mein ■�� ■I N ��1 �1 Il I X11 �n� o� FYI �■ iii ■III � - . • � % //11� .. / / /. � � % //I �■ X111 �III�� i •. III ■� ■ �11� '� I 11ATOWWAM 0 Pik R 0 FFA IRM I % -- him �N _ �� /i��1 - �■ /��111 �EIII _ -_- r_.- ,11� IM1 INE IN 1M =1 wervTo-ral I l ME ME me - - Elffil - - - =010111 ANNI'm -- - - - ■nom - - - - - -- - - IIIIIIIIIEWE -- - - 113 114- 115 1l6 115 116 117 PLAN AND PROFILE SCALE HORIZONTAL I11 =501, VERTICAL 1-10 /3 LJ R n/ E 7- T -rr rr, -rr•r -rr-rrrrr- T,-n -r-r, -r- -r-rr rl-r rTr rr-rT-n TrTTT-r - TT-rT-r7 TTTrrr-i hi 1-111. ' GUY WIRE `` U P U. R. �.1• M. H. RO / -Z4 5TA.12Ot94.09 15OR/NG NO. 3 /V /B03 &9 92 P 140 1 130 1/20 1/),0 1.100 1 90 E. 1660,660-Z5 LL-. /29.5 i ST_ cn / -57 N S 5" E 118 3.2/ 5 P4 //q lee) U P. �• Q HYOr :� u. P 57A. I294 73.54 J M. H. R01- 25 N 181 269. 20 .5TA. 124*91•62 . 16601 676- 99 180, 15,7.35 !SEE ,0,WGS. 0208 2X°209 �Q E. 1660,666-93 FO,eDET,4 /LS /X(/TH /S,4e2W /,,6 127 128 PLAN AND PROFILE SCALE: HORIZONTAL I "= 50',VERTICAL I"-10' 140 130 121 /401 1301 1201 //01 /001 G i /. TX2EXt/Ch' SECT /O.t/: ST,4 //2 123 9010 STA / /St 2S 0.9 /N VERTICA L tR £NCN /72 -0 /OF 24" LINE //YEMB'ANKM£NT .F.0 / /St25: 0470 116IL 80.6.f,P /!/EP C'C�OSS' /(/6� AT CO.I/TQAI'TO,e'S OPT /O,t/. STA //64W46S70 ST,9. /29,, 73.Sg - I�E,QT /C.9L TPE�f/Cfi! 2. S'(/BSfQUE(/7 B,4C,t�ic /L L ST,9 //Z�23.90 TO STA / /SfZS 0 T ~L1A1,F - CLASS= - STi4 //S><Zs -04 729,5'7,4 / /£180.65 -SEE ,c/OTE D.V f�,POF /L E STr! //6 +8o c5 TD ST�I /29 >< 73.54 - CL,4SS IT 3. S!/,PFX92E ,PE.ST0,2AT /D�(/: CITY OrRENTOIY SPEC /F/CAT /O/YS 4 P /PE DE.SIsAl: 5T4. 11Zf23 90T'0 5774. // 9 *92.7! M -2B9 S TA . 119192.7/ TO 5 TA..129 f 73 54 M - ZG 1 14L L 24 "INCH k'GF' ?000-0 5 ,CONTRACTOR MAY REMOVE 6 1314 YS OF SHOP BU11- DING D02ING c0N5re1JCT -1001. C0IV5Tf'UJC710/V Sf- /AL L f3E ACC OMPL 15HE -D EXPEDIT10U5LV THWOIJGf4 £XCAYA7-1�01VI PIPE PL 4CEM,E- N7' 13AC1<F /L L /NC, A/10 REF'L ACEMFNT OF 131_ 11LD11VC'. /20 SCHEDULE 2 OWN= 1042,1 MUNICIPALITY OF METROPOLITAN SEATTLE 1 SEWAGE DISPOSAL PROJECT //0 RENTON SYSTEM \ "ACD WAS "X�`I�� 61 ■� o11q— O � Z �o� STA. 112+44 TO STA. 129+84.97 /00 ASS /ONA� METROPOLITAN ENGINEERS ��v\ BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.SECK AND ASSOCIATES 90 APPROVED DESIGNED ��m ?C- RECONNE �D _ �� ■■� mill III\ ■� �II� ■�� ■mil: �■I ��1 X11 � X111 ■ ■ �EIII IM1 INE IN 1M =1 wervTo-ral I l - - Elffil - - - /,,6 127 128 PLAN AND PROFILE SCALE: HORIZONTAL I "= 50',VERTICAL I"-10' 140 130 121 /401 1301 1201 //01 /001 G i /. TX2EXt/Ch' SECT /O.t/: ST,4 //2 123 9010 STA / /St 2S 0.9 /N VERTICA L tR £NCN /72 -0 /OF 24" LINE //YEMB'ANKM£NT .F.0 / /St25: 0470 116IL 80.6.f,P /!/EP C'C�OSS' /(/6� AT CO.I/TQAI'TO,e'S OPT /O,t/. STA //64W46S70 ST,9. /29,, 73.Sg - I�E,QT /C.9L TPE�f/Cfi! 2. S'(/BSfQUE(/7 B,4C,t�ic /L L ST,9 //Z�23.90 TO STA / /SfZS 0 T ~L1A1,F - CLASS= - STi4 //S><Zs -04 729,5'7,4 / /£180.65 -SEE ,c/OTE D.V f�,POF /L E STr! //6 +8o c5 TD ST�I /29 >< 73.54 - CL,4SS IT 3. S!/,PFX92E ,PE.ST0,2AT /D�(/: CITY OrRENTOIY SPEC /F/CAT /O/YS 4 P /PE DE.SIsAl: 5T4. 11Zf23 90T'0 5774. // 9 *92.7! M -2B9 S TA . 119192.7/ TO 5 TA..129 f 73 54 M - ZG 1 14L L 24 "INCH k'GF' ?000-0 5 ,CONTRACTOR MAY REMOVE 6 1314 YS OF SHOP BU11- DING D02ING c0N5re1JCT -1001. C0IV5Tf'UJC710/V Sf- /AL L f3E ACC OMPL 15HE -D EXPEDIT10U5LV THWOIJGf4 £XCAYA7-1�01VI PIPE PL 4CEM,E- N7' 13AC1<F /L L /NC, A/10 REF'L ACEMFNT OF 131_ 11LD11VC'. /20 SCHEDULE 2 1042,1 MUNICIPALITY OF METROPOLITAN SEATTLE 1 SEWAGE DISPOSAL PROJECT //0 RENTON SYSTEM \ "ACD WAS "X�`I�� 61 EASTSIDE INTERCEPTOR — SECTION I o11q— O � Z �o� STA. 112+44 TO STA. 129+84.97 /00 ASS /ONA� METROPOLITAN ENGINEERS ��v\ BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W.SECK AND ASSOCIATES 90 APPROVED DESIGNED ��m ?C- RECONNE �D _ �� y 130 -e�p - DRAIN - APPROVE pr sect Enpin /ear - Metropolitan Engineer- AS CONSTRUCTED T For Metropolitan Engineers CNECk[D . / A� L /'% • SUeMITTE d f En!lllneer Metropolitan En ineera DATE DEC 24,1963 DATE FILE NUNSER SHEET NUNSER DRAWING NUMBER For M�nl�lpal,tr of Metropolitan Seattle MAY 1961 R 2 01 B 37 DF48 P 2 0 7 W O W /40 130 /20 //o 100 11rR__rrT s e E,rIS7 24" u, P rTTT -rr,-r -- U. P —M H RO/- 26 T YPE C *T �* � 5TA 129 f 7-4,54 "8 URN - - - - - N 184 269-20 E 7' T- - -- - - - -- E. 1660,676 -99 5EE DWG. P 209 ' FOR DE'T'A l L S AND No 7-E5, TH /5 A REA Z M. H. ROl - .�/ sra. 36 409.4 N. P P K rRAC/< 24 "� '4�C/ /TA,PY .rZ1W 2 l - ��► ♦ U.P 5 12 "3 - TTTTrM TITTr1TI-TT T-rTrtT•rrr rrTTTTTTT•r "r'r***T**'* N /8I, B 96.91 E /660, 765 15 N00 44,30 ",r 5 7. RIW L /,t/E l i scHEO�LE 4 SEE Of�GS. P40/ � P402 BORING /v0. /O EL . 126.0 U. �= �5 v. III T III TEMP. BLOC O!/T A1,,4LL FOAP FUruRE 96 u� I 5EE BELOW w 1, PLUG `Yh'E,l/ 91 2EC7E0 �LLLIIJJ!111�1 1111,1111 'J,��,1 i�_ M. N. FAO I - 30 — .115 141 f 7 82 N 182, 566. 27 E. /660, 773.78 I N S J Q Z �0 N. PRY. SPUR /40 130 PIPE MAY BE LUBRICATED W/,/ /L_L- BEING IACI<ED E1T9ER BY DRILLING /VOLES FROM SUPFACE OR BY DRILLING THR U P /PE SNEL L . IF B Y T",C L A T7-,E,P5 HOLES SyA L L BE SEALED W/ TI-1 EMBECO (TROUT AFTER CONIPL ET /ON OF JACkING, OVER EXCAVATION 3YALL BE BACK- PAC,(ED WIT1-1 SAND AND 6ROUTED. 131 /32 133 CARRIER PIPE .. %M -238 R.C,P ALTERNATIVE "A" INSTALLATION BY JACKING OF CARRIER STA. 56+64.36 TO STA. 57 + 74.36 VOIDS OUTSIDE OF L /HER CASING PIPE / TO BE BACK- PACKED - S GA. LINER /L. WITH SAND AND GROUTED, a CARRIER PIPE 108 ° : M- 238 11. C. P FILL VOIDS W /CLEAN P/T RUN SAND CONTINUOUS CREOSOTED q. !o TIMBER SKID FOR PIPE M /N. 6 "X 6" ` - FILL L 0WER ' 1200 W /GROUT A FTER PIPE PAS BEEN PLACED. ALTERNATIVE B INSTALLATION BY JACKING OR TUNNELING WITH LINER PLATES STA. 56 +64.36 TO STA. 57 +74.36 134- 135 130 / _:�f 7 13d PLAN AND PROFILE SCALE: HORIZONTAL 1 " =50', VERTICAL 1 " =10' PIPE MAYBE L UBRI CA TED = CA BRIER PIPE W14/LE BEING JACKED E /T/'/ER SEE l35LOW BY DRILL ING WOL ES FROM SURFACE OR BY DRILLING TiyRU PIPE SAIEL L . IF BY L ATER, HOLES SHALL BE SEALED W/Tg EMBECO ; GROUT AFTER COMPLETION q � OF JACKING ,y .P OVER EXCA VA T /ON Sh/A L L - 0 BE BACK-PACKED WITH SAND AND GROUTED. � �� ALTERNATIVE A INSTALLATION BY JACKING OF CARRIER M- LOAD STA. 89 +75 TO STA. 91+ 50 M- 289 STA. 96 + 03.27 TO STA. 96 + 91.87 M- 324 STA. 101+27.18 TO STA. 102 + 43.99 M- 324 VOIDS OUTSIDE' OF LINER At. TO BE BAC`(- PLCkED CAS /NCB PIPE WITH SAND AND GROOFEp •. •d a..0 � = 5 GA. LINER ! . V. .. FILL VOIDS W /CLEAN c�`s�y oaM ° a. - CA,4'RIER PIPE PIT RUN SAND G � _ 5EE BEL.OWY CONTINUOUS CREOSOTED _ o TIMBER SKID FOR PIPE FILL LOWER /20° MIN 6 "x 6" ;:: WIG ROUT AFTER PIPE HAS BEEN PL A CED, ALTERNATIVE "B" INSTALLATION BY JACKING OR TUNNELING WITH LINER PLATES M- LOAD STA. 89 t 75 TO STA. 91+ 50 M- 289 STA. 96+03.27 TO STA. 96+91.87 M- 324 STA. 101+2718 TO STA. 102+43.99 Em-3,04 r� PA /NT EZ)GES OF L.4,WI I.4r /OHS wlThH ASP/1ALr W/wx//V SETTING IN POSITION - 12 x /Z /> 3 x /2 % BL OCK /BLOCKAGA /HST +" ENO OFTRENCf1 8 Oo ONT,P,4C70R'S oPr�ow - ax8 8x8 POST- -� 'SECTION o8 I P20 3 x /2 - SPE, 2 L,4M /NAT IONS - USE 20 d G4LV. N,9 /L S FOR `- L A/f� /NATIONS BLOCKING 6x6 e D - 3/8x 6 ASPf/AL T- /MPREGNATEO GAS%('fT ALL A,PUUiVO I � � ' I .01 I I - -1 - - - - -� -- ' v v I _H1 I ■ ■� I ■� ffvmj, . ., �� I ■E3C■® '�;;�■�� ■ ■iii - �ii�r� mall■ ■III �Ii� III■ ■III � � ��■ � III■ X11■ ■_ �■ ■N� �■ VIII �n �N■ ■N� ■ III■ III■ -■ ■III r � • • • r � � • • i • X111, 11�. �■ ■� ■!ice � ■� - - - — ---- - - - - -- _ �i! �� 130 PIPE MAY BE LUBRICATED W/,/ /L_L- BEING IACI<ED E1T9ER BY DRILLING /VOLES FROM SUPFACE OR BY DRILLING THR U P /PE SNEL L . IF B Y T",C L A T7-,E,P5 HOLES SyA L L BE SEALED W/ TI-1 EMBECO (TROUT AFTER CONIPL ET /ON OF JACkING, OVER EXCAVATION 3YALL BE BACK- PAC,(ED WIT1-1 SAND AND 6ROUTED. 131 /32 133 CARRIER PIPE .. %M -238 R.C,P ALTERNATIVE "A" INSTALLATION BY JACKING OF CARRIER STA. 56+64.36 TO STA. 57 + 74.36 VOIDS OUTSIDE OF L /HER CASING PIPE / TO BE BACK- PACKED - S GA. LINER /L. WITH SAND AND GROUTED, a CARRIER PIPE 108 ° : M- 238 11. C. P FILL VOIDS W /CLEAN P/T RUN SAND CONTINUOUS CREOSOTED q. !o TIMBER SKID FOR PIPE M /N. 6 "X 6" ` - FILL L 0WER ' 1200 W /GROUT A FTER PIPE PAS BEEN PLACED. ALTERNATIVE B INSTALLATION BY JACKING OR TUNNELING WITH LINER PLATES STA. 56 +64.36 TO STA. 57 +74.36 134- 135 130 / _:�f 7 13d PLAN AND PROFILE SCALE: HORIZONTAL 1 " =50', VERTICAL 1 " =10' PIPE MAYBE L UBRI CA TED = CA BRIER PIPE W14/LE BEING JACKED E /T/'/ER SEE l35LOW BY DRILL ING WOL ES FROM SURFACE OR BY DRILLING TiyRU PIPE SAIEL L . IF BY L ATER, HOLES SHALL BE SEALED W/Tg EMBECO ; GROUT AFTER COMPLETION q � OF JACKING ,y .P OVER EXCA VA T /ON Sh/A L L - 0 BE BACK-PACKED WITH SAND AND GROUTED. � �� ALTERNATIVE A INSTALLATION BY JACKING OF CARRIER M- LOAD STA. 89 +75 TO STA. 91+ 50 M- 289 STA. 96 + 03.27 TO STA. 96 + 91.87 M- 324 STA. 101+27.18 TO STA. 102 + 43.99 M- 324 VOIDS OUTSIDE' OF LINER At. TO BE BAC`(- PLCkED CAS /NCB PIPE WITH SAND AND GROOFEp •. •d a..0 � = 5 GA. LINER ! . V. .. FILL VOIDS W /CLEAN c�`s�y oaM ° a. - CA,4'RIER PIPE PIT RUN SAND G � _ 5EE BEL.OWY CONTINUOUS CREOSOTED _ o TIMBER SKID FOR PIPE FILL LOWER /20° MIN 6 "x 6" ;:: WIG ROUT AFTER PIPE HAS BEEN PL A CED, ALTERNATIVE "B" INSTALLATION BY JACKING OR TUNNELING WITH LINER PLATES M- LOAD STA. 89 t 75 TO STA. 91+ 50 M- 289 STA. 96+03.27 TO STA. 96+91.87 M- 324 STA. 101+2718 TO STA. 102+43.99 Em-3,04 r� PA /NT EZ)GES OF L.4,WI I.4r /OHS wlThH ASP/1ALr W/wx//V SETTING IN POSITION - 12 x /Z /> 3 x /2 % BL OCK /BLOCKAGA /HST +" ENO OFTRENCf1 8 Oo ONT,P,4C70R'S oPr�ow - ax8 8x8 POST- -� 'SECTION o8 I P20 3 x /2 - SPE, 2 L,4M /NAT IONS - USE 20 d G4LV. N,9 /L S FOR `- L A/f� /NATIONS BLOCKING 6x6 e D - 3/8x 6 ASPf/AL T- /MPREGNATEO GAS%('fT ALL A,PUUiVO ELEVATION BULKHEAD DETAILS NO SCALE 130 /20 //o /00 .V74- /29 184.97 TD ,57,q /42194 33 - VE,P 441- Z. .SUBSEQUE�t/T 8.1�.E'F /LL : XW 129 ," 84.97 TO •S7,4, 14Z O" 94.33 — CL,4_v_r Q 3 SU,QFACE ,PESTO,PAT /DEC/: CITY Or RElY 710N 5PECIF1CA 770tYS' _ PIPE oES�G,y: 5 %4. /29 t 84. 97 TO 5TA. 142194.33 M- 236 &WO RECT /ON T AS ICON STRUC'TED DATE DEC. 24,1963 104! 5 SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT ,� C CAL 01f,' RENTON SYSTEM P� of wa sy,'S"i J� of wa sh�ti F� APE 2�� 2 O� ti� Cl z y EASTSIDE INTERCEPTOR —SECTION I cr O 9 O �s+FGISTE�kF,�4, °F G ST'p_" STA. 129+84.97 TO STA. 142 +94.33 AL EN ss /ANAL F'� METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES APPROVED DESIGNED <�6` U7 RECOMYE j DRAWN TJ�'�„ — ___ —_ Prefect Engineer - Metropollton Engineers /�y� APPROVED CNECsED�� -- -� For Metropolitan Eopin.era / `��.1 suBMITTED _ Chse n m or -Metropolitan Engineers - DATE FILE NUMBER SHEET NUMBE 48 DRAWING HUMBER For Mumtlpol�ty of Metropolitan S.Dttl. MAY 19__61__ R 201 B __ _38 DF -_ P 2 0 8 I � � ' I .01 I I - -1 - - - - -� -- ' v v I _H1 I ELEVATION BULKHEAD DETAILS NO SCALE 130 /20 //o /00 .V74- /29 184.97 TD ,57,q /42194 33 - VE,P 441- Z. .SUBSEQUE�t/T 8.1�.E'F /LL : XW 129 ," 84.97 TO •S7,4, 14Z O" 94.33 — CL,4_v_r Q 3 SU,QFACE ,PESTO,PAT /DEC/: CITY Or RElY 710N 5PECIF1CA 770tYS' _ PIPE oES�G,y: 5 %4. /29 t 84. 97 TO 5TA. 142194.33 M- 236 &WO RECT /ON T AS ICON STRUC'TED DATE DEC. 24,1963 104! 5 SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT ,� C CAL 01f,' RENTON SYSTEM P� of wa sy,'S"i J� of wa sh�ti F� APE 2�� 2 O� ti� Cl z y EASTSIDE INTERCEPTOR —SECTION I cr O 9 O �s+FGISTE�kF,�4, °F G ST'p_" STA. 129+84.97 TO STA. 142 +94.33 AL EN ss /ANAL F'� METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES APPROVED DESIGNED <�6` U7 RECOMYE j DRAWN TJ�'�„ — ___ —_ Prefect Engineer - Metropollton Engineers /�y� APPROVED CNECsED�� -- -� For Metropolitan Eopin.era / `��.1 suBMITTED _ Chse n m or -Metropolitan Engineers - DATE FILE NUMBER SHEET NUMBE 48 DRAWING HUMBER For Mumtlpol�ty of Metropolitan S.Dttl. MAY 19__61__ R 201 B __ _38 DF -_ P 2 0 8 -Tr ; oe- / p_o- I .ice / - •. - - o /d0 /30 /20 1/0 /00 M /30 /20 //0 /00 ., o `C $k 2P/ECE \0 I WTE,2 6� O D /A. B 61RNE7 5T Al oop. b I e a r cQ 0 v Q.: EA5T5 /DES o .I a 1NTE/'Cl..L/—/ oP o A. ° T A• PLl/G ,00w p /PELTED o. INVERT DETAILS MIY P01-30 M.H. ROI - 27 (TYPE B) (TYPE A) NO SCALE COA1T,PAC R TO h1.9/.1r441, / E/2V /CE ,0 j/&G r� /Od/ ",0 U T/L D /SPEC D BY THE TO CU7 A/ FL 0 1 S. P"20CEDO TO .REAP PD lYED B E,4X2W2 vTS TO BE ,eEST0,2ED PE,2 .S.°ECS. Tf/E EA/G/ EE,2. --- -- - LL : .9LL /O "F /2 /PE TOBE,4S.T,�l1 �E__r Sl_lP> 130 ALL CL .5,5' " cAso� WASy�2c EASTSIDE INTERCEPTOR — SECTION I i /30 /20 //0 /00 ., o `C $k 2P/ECE \0 I WTE,2 6� O D /A. B 61RNE7 5T Al oop. b I e a r cQ 0 v Q.: EA5T5 /DES o .I a 1NTE/'Cl..L/—/ oP o A. ° T A• PLl/G ,00w p /PELTED o. INVERT DETAILS MIY P01-30 M.H. ROI - 27 (TYPE B) (TYPE A) NO SCALE COA1T,PAC R TO h1.9/.1r441, / E/2V /CE ,0 j/&G C0(1S11_12UC /Od/ ",0 U T/L D /SPEC D BY THE TO CU7 A/ FL 0 1 S. P"20CEDO TO .REAP PD lYED B E,4X2W2 vTS TO BE ,eEST0,2ED PE,2 .S.°ECS. Tf/E EA/G/ EE,2. --- -- - LL : t/v1! /OZ. U I a I M H. RU /- 27 (TY �F E�J/"SEE DET,4 /L S ,4T t LEFT Z ,1219HT ,1-TH A VE. N M H• PO / -28 (TYPE f3) EX 15T. 24 5EWER M H. /R01- 26 \-- M 14 APO/- 29 (T)1PE A) 5 TA , /29 f 73.54 (SEE,47-,P16117) � ��i■ ■dam � � �� . . II ■III■ _ I � � ��'ii��a■ sue. r.� x INTERSECTION - 4 TH AVE. N. & BURNETT ST. N. PLAN AND PROFILE (SEE DWGS. P207 & P208) M,H ROI-11 MA/VHOL f EX /ST. FORCE M�1 /N— s 7-A 62 , 58.3 B I I ( sHA truck Sr_ N/75,942.86 7 rH A vE El658, f�BB.l6 - -•R /W L /NE EX /5T. W,5"T WELL PL1167 Wi1EX/O /,P1CTED By T/,'E E.(/G /� z_z_Rs 5,057' PZ /Mi° 5 A- 2¢ -- i4' 5 2/ 12 -PIPE EA ST 5 1DE /A/ TEFCEPTOR SEED` 6. P204- `0 " G CONC. NEW 12 8'PE,PiY>. ESiYlT. — EMQED. RLUG /�HE�c/ ire � - -- G IT - f- /0 D D /CE ��, y y' %< < - M. H R 0/ • 6 5 (TYPE" A) M.H /R 0/- 66A M.H RO/-66 (7YPE f3) 90 0MITER L3ElYD �P /W L /NE L- Fxlsr 6 "C /P TYPE A — UME _ _J C01YCR£7E ENCASED �R CF MA IN 20' COry, f'T. Estill. /H v. EL E I /. 113-15 a INTERSECTION - 7TH AVE. & SHA TUCK ST. PLAN AND PROFILE (SEE DWG- P204) SCALE: HORIZONTAL I"= 20l,VERTICAL I11f =1110, I M H APO / 2' 5TA 12'9473-5-f EX /5T 24 5EWER MEW 24 "PIPE- 5 =0.7341 /NV 12124 - L II 27 (,rYAF B) AlI AE,4S FL L/RF SEE or DET,4/L OF WZ, -4,F FLUlLIE AT LEFT. I 2 P/ECE W17E,2 " � Q. I o • •I E/NBED Al e*0A1C, ' FULL K/ /OTH 010'r . //V!//0469 /40 �[ ,PE,(/ eh' SECT /OXI,' ,4LL YE,PT /C,4Z 7,- erAlrq 2. ALL lr T/C,4L T E�t/CH ALL CL,4ss- SCHEDULE 2 aS(/,PF,4CE ,PE,STO,P,9T /O�t/. SEE1 !vk; /°Z0� 14LL ST02P1Y10 1TCH SECT /OA/S.4.t/O MUNICIPALITY OF METROPOLITAN SEATTLE E,4X2W2 vTS TO BE ,eEST0,2ED PE,2 .S.°ECS. SEWAGE DISPOSAL PROJECT 2. SUBSEA EvT B,4C,L' LL : .9LL /O "F /2 /PE TOBE,4S.T,�l1 �E__r Sl_lP> 130 ALL CL .5,5' " cAso� WASy�2c EASTSIDE INTERCEPTOR — SECTION I OF o OPQO - a REVISIONS TO LOCAL TRUNKS 10451L 3 3. SU,PF,4C .PESTOQAT O�(/� ss /ANAL �� BROWN ANO CALOWELL CAREY AND KRAMER ■�I F,4C /�(/G U/S I�,PBEO Ol/ S /DE THE �t/F /i(/ES D BUP�I/ETT REC.. ST. XI S ALL BE /PEP ACED PE,2 YPE A ,PD. EST. Project Engineer - Motroit en n_iRi 120 CONSTRUCTED CN[CR[D A►PRDV ED oel ' ia. M.tr.pol�taR,ERgiR.Ne PIPFOZ S16711: iY.rI Engineer - Metnpoliton iM DATE DEC. 24,1963 "4L L 9"P/PE TO B A S. T. iYl C /4 EX. STEP For Municipality of Metropolitan Seattle �L"Ili7 ' "P /PE TD A.S. T. iY1 C ■■ ■t�1�1 //O l' ��II�.�� ■�il�l MEN IiE ■ ■- a INTERSECTION - 7TH AVE. & SHA TUCK ST. PLAN AND PROFILE (SEE DWG- P204) SCALE: HORIZONTAL I"= 20l,VERTICAL I11f =1110, I M H APO / 2' 5TA 12'9473-5-f EX /5T 24 5EWER MEW 24 "PIPE- 5 =0.7341 /NV 12124 - L II 27 (,rYAF B) AlI AE,4S FL L/RF SEE or DET,4/L OF WZ, -4,F FLUlLIE AT LEFT. I 2 P/ECE W17E,2 " � Q. I o • •I E/NBED Al e*0A1C, ' FULL K/ /OTH 010'r . //V!//0469 /40 �[ ,PE,(/ eh' SECT /OXI,' ,4LL YE,PT /C,4Z 7,- erAlrq 2. ALL lr T/C,4L T E�t/CH ALL CL,4ss- SCHEDULE 2 aS(/,PF,4CE ,PE,STO,P,9T /O�t/. SEE1 !vk; /°Z0� 14LL ST02P1Y10 1TCH SECT /OA/S.4.t/O MUNICIPALITY OF METROPOLITAN SEATTLE E,4X2W2 vTS TO BE ,eEST0,2ED PE,2 .S.°ECS. SEWAGE DISPOSAL PROJECT 2. SUBSEA EvT B,4C,L' LL : .9LL /O "F /2 /PE TOBE,4S.T,�l1 �E__r Sl_lP> 130 ALL CL .5,5' " cAso� WASy�2c EASTSIDE INTERCEPTOR — SECTION I OF o OPQO - a REVISIONS TO LOCAL TRUNKS 10451L 3 3. SU,PF,4C .PESTOQAT O�(/� ss /ANAL �� BROWN ANO CALOWELL CAREY AND KRAMER ,4L L SU F,4C /�(/G U/S I�,PBEO Ol/ S /DE THE �t/F /i(/ES D BUP�I/ETT REC.. ST. XI S ALL BE /PEP ACED PE,2 YPE A ,PD. EST. Project Engineer - Motroit en n_iRi 120 CONSTRUCTED CN[CR[D A►PRDV ED oel ' ia. M.tr.pol�taR,ERgiR.Ne PIPFOZ S16711: iY.rI Engineer - Metnpoliton iM DATE DEC. 24,1963 "4L L 9"P/PE TO B A S. T. iYl C /4 EX. STEP For Municipality of Metropolitan Seattle 4Z 24 ' "P /PE TD A.S. T. iY1 C 6 -59T, C //O BUBBLER TUBE- 130 /20 //0 /00 90 EXXV .0 INVERT DETAILS M. H. ROI - 66 (TYPE B) NO SCALE I , /. T ZAICH ,SECT'10,V: ,4LL YE,PT /C,4Z 7,- erAlrq 2. d,4C,C6F /LL ALL CL,4ss- SCHEDULE 2 aS(/,PF,4CE ,PE,STO,P,9T /O�t/. SEE1 !vk; /°Z0� 14LL ST02P1Y10 1TCH SECT /OA/S.4.t/O MUNICIPALITY OF METROPOLITAN SEATTLE E,4X2W2 vTS TO BE ,eEST0,2ED PE,2 .S.°ECS. SEWAGE DISPOSAL PROJECT yP R E NTON SYSTEM .9LL /O "F /2 /PE TOBE,4S.T,�l1 �E__r Sl_lP> " cAso� WASy�2c EASTSIDE INTERCEPTOR — SECTION I OF o OPQO - a REVISIONS TO LOCAL TRUNKS 10451L 3 ISTE9� METROPOLITAN ENGINEERS ss /ANAL �� BROWN ANO CALOWELL CAREY AND KRAMER MILL AND INGMAN R.W -BECK AND ASSOCIATES APPROVED D[i4.M[D � REC.. DRAWN Project Engineer - Motroit en n_iRi AS CONSTRUCTED CN[CR[D A►PRDV ED oel ' ia. M.tr.pol�taR,ERgiR.Ne iY.rI Engineer - Metnpoliton iM DATE DEC. 24,1963 DATE MAY 1961 Iii % NUMBER R2018 SNEET NUM R R DRAMINe NUMBER 39 48 P 2 0 9 For Municipality of Metropolitan Seattle o, i (r, i 2oi =I, RISER SHAFT rC BE STD, MW TYPE A, WI TI-to ur _RASE El. Is v 4 z TOP PLAN TYPICAL SCALE • 3 /g "= I1 -0 SPA C /N6 ALOIV6 C uR I AT HOR /Z 4 r TYP) 3- W5 HOOPS TYP. DIMENSIONS FOR DEFLECTION 108 INCH PIPE SCALE : 3/8 "= II -0 MANHOLE ,SECTION e 2oi SCALE : 3 /8Ilts 14-0 RE- INFORC /N6 STEEL DEPTH TO /n/VERT BAR SIZE X SPA C /N6 ''B" '"S cv 9" ucm 5 9" ''D" r5 9" "C /, fw7 & 9 ., "Di" 07 6 9# /O' - 50' "H" #5 e 15" POPS 2 S201 - SEIE DE TA /L A15201 MAC(. CHORD LEV6 TY 2' -0 IN 1 -0"617' � LE/\/ G TH aE a aB n t O yy„ ,o -a o • o e - _ C a IRA - / 3'f_ O 4: a 0 4 p c \o Noo NA" &D ,v "E " 2'- O o 11H I' �a 4 4 1 '_7 4 v 21 - p 3' Q 2'- O /2 ' - 0 SECTION s2oi SCALE : 3 /8"= I' -0 ,d Z FOR MONOLI rI41C CONSTRUCTION, CAST TO THIS LONE MIN. /" MORTAR FoR MDRrAR BUILT - UP CONSTRUCT /o /V, CA5T TO TH 15 LIke MIN. 57-4. COVER /" DETAIL e s2oi NO SCALE AS CONSTRUCTED DATE DEC. 2411963 /I/" A/ VARIES - 15- M /N- 2 201 //H„ SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT G. C N CALD R ENTON SYSTEM P� of WASytiy�'I� oQ�QO of WAS�F`l a z y _� y EASTSIDE INTERCEPTOR —SECTION I cr cc TYPICAL DEFLECTION MANHOLES G,STf - ?' � `ssG1STEP��`� 108 INCH PIPE S/ONAL �- ONAL METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W -BECK AND ASSOCIATES RECOMMEND APPROVED 1 DESIGNED A'�LG DRAWN %� - - -_ APPROVED Project Engineer - Metropollton Engineers ry / For Metropolitan Engineers CMEtk[Dr(G4� SUBMITTED _ - C f En Inver - Metropolitan Engineers DATE FILE NUMBER ISMEET / � NU R DRAWING NUMBER For Munlupolltr of Metropollton Seattle MAY 1961 R20 B 40 of 46_ S 201 Z' MAC(. CHORD LEV6 TY 2' -0 IN 1 -0"617' � LE/\/ G TH aE a aB n t O yy„ ,o -a o • o e - _ C a IRA - / 3'f_ O 4: a 0 4 p c \o Noo NA" &D ,v "E " 2'- O o 11H I' �a 4 4 1 '_7 4 v 21 - p 3' Q 2'- O /2 ' - 0 SECTION s2oi SCALE : 3 /8"= I' -0 ,d Z FOR MONOLI rI41C CONSTRUCTION, CAST TO THIS LONE MIN. /" MORTAR FoR MDRrAR BUILT - UP CONSTRUCT /o /V, CA5T TO TH 15 LIke MIN. 57-4. COVER /" DETAIL e s2oi NO SCALE AS CONSTRUCTED DATE DEC. 2411963 /I/" A/ VARIES - 15- M /N- 2 201 //H„ SCHEDULE 2 MUNICIPALITY OF METROPOLITAN SEATTLE SEWAGE DISPOSAL PROJECT G. C N CALD R ENTON SYSTEM P� of WASytiy�'I� oQ�QO of WAS�F`l a z y _� y EASTSIDE INTERCEPTOR —SECTION I cr cc TYPICAL DEFLECTION MANHOLES G,STf - ?' � `ssG1STEP��`� 108 INCH PIPE S/ONAL �- ONAL METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W -BECK AND ASSOCIATES RECOMMEND APPROVED 1 DESIGNED A'�LG DRAWN %� - - -_ APPROVED Project Engineer - Metropollton Engineers ry / For Metropolitan Engineers CMEtk[Dr(G4� SUBMITTED _ - C f En Inver - Metropolitan Engineers DATE FILE NUMBER ISMEET / � NU R DRAWING NUMBER For Munlupolltr of Metropollton Seattle MAY 1961 R20 B 40 of 46_ S 201 A 2 0 * 58' 44" R 17� 0 T O.0 �v� co 2 R 15ER TO BE t)J STD, M.H. TYPE A I wrrunirT nncc O �o CV N SECTION �:2C SCALE: 3/8" =11 -0 FLEXI BLE JOWT SE E S/ G 6 y/A .PLAN ,,A.. MANHOLE R01 -22, STA. 115 t 2504 "H " D I =6 SCALE: 3/8'1 =I'-0 B•.. SECTION 202 SCALE -. 3/8"= I1 -0 "Bit 4 2 t; 20 N r- z. 0/ 141 G,y�P,`F •,oJ F c Ap \/ O 0 ze� N 0 PLAN MANHOLE R01- 23, STA. 119 + 92.71 SCALE : 3/8 2'- O 10• 3" O 15 "MIN• INV. 106.06 DMA i r ul INV. 100.73 = 2 =0 3 =0 2_0 IZ' -0 SECTION 202 NO SCALE „H" ..A„ -H' 24 .. 4 (�2( 2 20 PLUGGED OPE FOR FUTURE P (42" R.C.P. ) Z� =90° 13 10 30" T= P15ER To BE STD. M.H. TYPE A WITHOUT BA5E E- N Z H ' oze'oe- o 3, 0 I 1 21-0 0'' SECTION S o SCALE: 3/8 • - �-•� 42* (FUTURE) 15" MItJ. Nv, �1NV.101.01 f r dD 12-'- 0 104 SECTION 20 NO SCALE AS CONSTRUCTED DATE DEG. 2411 1963 G. C,S, Q of WASH cr FGAS T N A\- F, N HALO WASy�Z Fl Z 0 O�sFGIST AL ENS �G 'C" ,.B. H" R,E I N FO RGING STE.1✓L. PAR 51 F_ SPACING A„ # 509 „ 5 11 j ,.0 X799„ .. E// $150 9„ H, a 50 1 5", .� J'I 05(3) /"•, 05 0 15'`± �5� c „± SCHEDULE 2 ./N.• d \ X RISER S#AFT TO BE 37D MH rVPE ,4 WITHOUT BASE `Z �— air./•• I • P /PE O D. /01- 6 TOP PLAN ,v /D : 90'• / =6 .;y,._ OH " - M^ /• _ IZ \ s �\ s PW / \ M ALOA/C CURVE \ y 4T i/OR /z _ 6 `c • q� 3 -_1 s1GOPSJ SECTION A -A TYR DIMENSIONS FOR DEFLECTION MANHOLE 90 INCH PIPE ti i &I 3- •SNOOPS � � A SEE 0ETA /L i! \-- .4 SECTION B -B - 'A" ..D • 1 „Al N/•.• !/ARIES - /J'' MIAI A R_E /�/FO/QCIt/6 STEEL SA R SPACIA16 NA.. �4 � � �f/OTE: . TN /5 DRAWIA11 REIl/SCS 7�/E R£Q[/IREME�cITS _ FOR MN Rol -67 AAID MH RO/ - 6& SMOWA/ 0A1 DWG /7 201 __ NON AJ {Y• �/I SCHEDULE 2 R- /T'- O u FOA M/,/ RD / -6 ° FOR MOd/OL /TH /C CDit/STRL/CT/O/t/, SUPPLEMENTAL DWG - NO. 3 •� r CAST TO rmis 41mF b VA/ / ' MORTAR RENTON SYSTEM J ' FOR MORUA? BU /L1' -uP EASTSIDE INTERCEPTOR SECTION I �- o o - C0rc/8r,QUCr1cW, C.457' ro 7N /S L /A/E MANHOLES ROI -67 a ROI - 68 90 INCH PIPE V mm/. STL. COYER /" MAX cNORO L METROPOLITAN ENGINEERS / =6 /N C /RC[/MF UAW.0,� L ENCrR t0 /4/�OAAWIr SEATTLE, WASHINGTON LEc/GTN - DETAIL DRAWN NCC. DATE DWG, NO. CONTR 61 -a r4 41 �8� AUG. 3 1961 SCHED CHECKED E-P6 SCALE SUPPL. D' �p APPROVE f/ �; NO SCALE REFER D N LLJ oQ --4 i � - -�,; - -_ ��, ill �� _ C3 SR 70/V 3 Q r 14F o 1�?11 Jv r0N Cl- .51 .4 rrL. f rArolif,4 AIRPORT KFIVT' 16 LOC ATI 0 N OF WORK 7 X- ,4 SCALE, IN MILES' 0 1 -5- P-, l� J • 400� t,4f t rs PUKALLUP �, �J- \\ �, ,�/ 00 00 .0. VIC NITY MAP 0-11 loe low INDEX TO DRAWINGS ttl NO. NOO DRA ING E R 1. LOCATION., VICINITY MAP AND IM RD 2 2 EX I STI NG 108 -1 NCH SEWER PLAN AND P ROFTLE 3 3 GENERAL STRUCTURAL NOTES AND DETAILS 4 4 LOW HEAD FACILITY- PLAN AND PROFILE 5 5 GENERAL PLANS AND NOTES 6 6 SECTIONS 7 7 PLANS AND SECTIONS 8 8 PRESSURE MANHOLE AND HATCH DETAILS Q � � 9 9 BULKHEAD AND GUIDE DETAILS Q %-4 J Z 0A1G.4CZ4FS 'K c o RACE Tie AC& JVA I UM %-4 PROJECT ELEVATION IM. 0 ll* ALS' W SEA LEVEL DATUM U S'C & G S 1929 \U 11947 ADJUSTMENT) DESIGNED METROPOLITAN ENGINEERS M UN I I PALITY 0 METROPOLITAN SEATTLE DRAWN W6 BROWN AND CALDWELL CAREY AND KRAMER AA AD r SCALE HILL AND INGIVIAN R.W. BECK AND ASSOCIATES SUBMI RECOMMEND APPROVE APPROVED APPROVED CHECKED Desi Project AS NOTED e E/giheer - Metrf'poliron Engineers Chief Metropolitan En Engineers g"m e e r s F0 For Municipality of Metropolitan Seattle LOCATION MAP SCALE: I"= 400' FILE M23OW DATE JUNE 1971 R ENTON SYST E M 0 ease J C4 WAS S Com DATE MARCH 1972 1 01VAL MODIFICATIONS EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER GI LOCATION, VICINITY MAP AND INDEX SHEET NUMBER I OF 9 1 x x x 1 � -- 3 7 /I. AI X40 /- / 57A- . 0 -14 /7 N/7 ,109.14 E-1653,5047 FUTURE CHANNEL 000 EXCAIVAT /ON (BY OTHERS) N6,01 u - +P7?aVTDE fENCP ARO[!ND C0N57RUC710N AREA -SEE SPEGS, fi-r. o vRoPERrY I I I L000� eo � 7 P -I C"AAWEL u F SrA. 687* 7 /.00 - \ A\ P Le /08 RCP (Exr5rnvs) /x Al 77 �29 - +7 E `IANQ OIVNED ee SU ?L /NGToN NORTHERN " Y x 1 N /DOS CONSTRUCT /ON EA 5 EME^.l T all � 1 I I • .I 10" Z V \ Q F-X i ri"s PrAwAor A 1 r"r E-A 6,E IW E Al T J - HN. RR. elW _ \ t SrA. P +03.2/ = EASEMEM7- - } 40 - CHAA EL STA. 687+ 16.12 1 77- GENERAL STRUCTURAL NOTES .GENERAL. I— A'R'E NOTES -ANDS DETA TLS _ .ON THIS SHEET ARE GENERAL AND -APPLY TO RE PRO aEl✓T UTETT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. APPLICABLE SP EC IF CA IONS AND CODES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 0 RM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE f FOLLOWING NOTES OR DRAWINGS ARE MORE RESTRICTIVE. �3 LTERNATIVE DESI GNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLAINS ARE THE PRIORITY 1 GN: HOWEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR SUBMITS PLANS WITH SUB NNTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY THE ENGINEER, 104 ONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE STRUCTURES: DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE eONSTRUCTION LOADS MAY OCCUR, STEEL UES AND E IFTUATIUN510 '59D 5MDARDS AS S1EEt co�rs TRu'MON WNW TO THE SFI -MONS CONTAINED IN THE LATEST EDITION OF THE A I SC STEEL CONSTRUCTION r MANUAL. iT2 MATERIAL ALL STRUCTURAL SHAPE' BARS PLATES SAND SNE:ETS INDICATED ON THE DRAWINGS SHALL BE STEEL MEETING ASTM A -36 SEC IFItATIONS. ST3 VELD ING. ALL WELDING SHALL CONFORM TO A.W.S. CODE FOR ARC AND GAS WELDING IN IMILDING CONSTRUCTION. WELDERS SHALL BE CERTIFIED BY THE CITY OF SEATTLE BUILDING DEPARTMENT. .S T4 LNCASED STEEL STEEL COMPLETELY ENCASED IN CONCRETE SMALL NOT BE GALVANIZED OR MINTED HALL HAVE A CLEAN SURFACE FOR BONDING WITH CONCRETE WHEN IT IS CAST. ALUMINUM ham' i � i � 1 ' 1 • i rRE'QT r#15 4Re 4 OR 4RE4 13 ET WEE N 046- - S iG wl rH RuaAl 501. 6 TYPE G PVC W5TP i— WTI L L. 6 rYP , TYPE ro 1wOc wSrp 51- .46 OR Fro . ; a ' .. ' M • .r� A A . a - %-40 • e ° + TYPICAL CORNER DETAIL BAR HORIZ. CONST. JOINT VERT, CONST'. JOINT TYPICAL CONSTRUCTION JOINT VAR NOTES q � - - ERG E METHbDI oR EQUAL � -- ?. Wf1AtR SNAIL BE CITY Of � SEATTLE GERT /F /ED 8 QuAL/f /fD -fie„ 0.6 D O. SD W/ USf OF /yETH00 SPED /F /ED. STEP I STEP 2 HORIZONTAL SPLICE VERTICAL SPLICE WELDED REINFORCING BAR SPLICE -DETAIL C VAR 0 • • � I _t N r. " A r camc w4a 4" 4T 40J. ESL OC•K S 8 RF/Nf. 60 v 6 4 1t C MANHOLE RUNGS - DETAIL VAR CONCRETE 'TO C w C+�N�TION SNAIL . to sr tTt of ACr full-DING CC 1 318-63)o s C2 STEELDETAIK, ACC DETAILING# FABRICATION AND ERECTION OF REINFORCING BARS UNLESS MffD� SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE F6R DETAILING REINFORCED CONCRETE STRUCTURES AC1 -315 LATEST EDITION, C3 DESIGN 51[RESSE� A. PRECAST CONCRETE 5 OM "PS I UL77MAIE COMPRESSIVE STRESS AT 28 DAYS EXCEPT AS NOTED. Bo TREM I E CONCRETE SE9 SPECIFICATIONS. C. CAST- IN -PLACE CONCRETE - 3,000 F S I ULTIMATE COMPRESS IVE STRESS AT 28 DAYS. D. REINFORCING STEEL TENSION DUE TO FLEXURE, GRADE 40 - 20, 000 .F S to Cd ONCRETE COVER. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS SPECIFIED ON THE SRAWINGS ER NOT SPECIFIED SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER: A. CONCRETE CAST AGAINST GROUND 3 INCH 8. CONCRETE TO BE IN CONTACT W ITH SEWAGE - 2-112 INCH to CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL - 2 INCH D. CONCRETE TO BE IN CONTACT W ITH GROUND, WEATHER OR CLEAN WATERS 11 AT BARS GREATER THAN #5 - 2 I NC H 21 AT BARS #5 OR LESS - 1-1/2 INCH t Dm BARS USED AS DC?titrELS SMALL BE THE SAME SIZE AND SPACING AS IRRS WITH WHICH THEY ARE LAPPED. C6 AR S L CES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 -BAR DIAMETERS,`. THE LENGTH SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER, BAR SPLICES MAY ALSO BE MADE BY WELDING IN ACCORDANCE WITH THE SPECIFICATIONS. a C7 TANDA R D HOOKS, BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE PAR. 801, AC 1318-630 C8 HAMFE . EXCEPT AS OTHERWISE REQUIRED EXPOSED CONCRETE CORNERS AND EDGES SHALL C. o it �• �i fAVE 4- NCH CHAMFERS. RE- ENTRANT CORkRS SHALL NOT HAVE FILLETS. Q'�� of `"Q o �P co �� O"�r� yc 7+[ C9 ONS CTIONJOINTS. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL - z y FTHE I WATERTIGHT STRUCTURES PVC WATER STOPS SHALL BE PROVIDED IN THE 1 � b;. _ . N 1 at COQ s � c CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS, ss r E �� Fs /ST Ea DATE MARCH 1972 TONAL � % "ONAL Ew DRAWING, NUMBER DESIGNED /BCD METROPOLITAN ENGINEERS M U I C I P L I T Y O F METROPOLITAN SEATTLE FILE M 230W RENTON MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I 53 DRAWN 0 BROWN AND CALDWELL CAREY AND KRAMER v SCALE GENERAL STRUCTURAL NOTES SHEET NUMBER MCD HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED RECD 4PPROVED APPROVED r APPROVED NO SCALE DATE JUNE 1971 SYSTEM 3 9 CHECKED Design E sneer - Nktropwli Engineers o� r Engin r - trop -..Ion Engineers Chief Engine - Metropoliton Engi eers Fo Metr Eton Engines s For Municipality of Metropolitan Seattle AND DETAILS OF r r. i =Mao a.a 011 CFA15 20 113 N, FAI RCP 7 °29 �,- - - -- -- - -T J Y _ t!I Ic zld IVAF- 8 COAX.. &EdA7lV6 FOR plAE AS /?6Q 1,0 4&F- SE-cTIO)V 20 CONr20C P / CHAAVNSL i r rX.2.003.2i F r-T -77 r 1 �1 I L �' �_ _.1 00 . r11 i HALO G OFNST.ApUCTL/RE 1 / )VV, 94. /9 ± I - SEE ZING S FOR D/w1EN610MS A MO rES PLAN SCALE: I "= 20' 0 'A A7"Ar - 0ZP�?OPOS'ED FL DOD V TRO L P -1 CHA Al ti/EL (,BY 071-lE)QS) to" �a' lllliiiii IN III �� low /A/V. 9 4. /S'- SEE DWG 5 " FO/? D/ME FIOMS $ A/OrES �smF stagy DETERM /NED _ icy CON r ?ACToof -�'ERlIC�f[- Ti��ft 5[IPI-701?7 S YSrEAf 45 wh:cE S S4Ry SECTION FOR EXISI*ING 108-INCH RCP REMAINING IN PLACE NO SCALE ;g Y CONTRACTOR ��3,4GKF /L L CL Zr ITJVIn Vii? . ci0''SriTrf1rJ7r_ YlliiiT"L'ait�S� GIEJVT ;w I 2'tiffijl' EL IDO N 41 Ar .j • • . 7 7 . _ : • : CLOISS u 'A "r /,4L " YpE M ;B,oCKF /L L EE SPEC, TYPICAL SECTION LOW HEAD CONDUIT NO SCALE - b�MIA c GROUND ;f.�i4CtCF [ L iCL AI SS ,r 000000001I W14r, BACKF /LL _CLASS pI �ilOArCl7E7E 1EDD /NG "TYPE B G1ZOLfivo bQEMoI/E PRIOR 70 ;BACKF /L L •SEE DWG 5 $ACKf /LL ,SEE ON'G, S IES: AREA RESTORATION _ 1. CONSTRUCTION AREA SHALL BE ETM SHED TO uN`FuR AS NEARLY AS POSSIBLE TO THE GENERAL ELEVATION AND CONTOUR OF THE LAND PRIOR TO COMMENCEMENT OF WORK, OR PIPE AS RE4 0 2* CONTRACTOR SHALL RETAIN SUFFICIENT TOP SOIL FROM INITIAL `SE,E 5EC770Al EXCAVATION TO PROV I DE A COMPACTED SEED BED NOT LESS THAN 9- INCHES THICK OVER -DISTURBED AREAS. FOLLOWING INITIAL COMPACTION THE UPPER ONE -TO -TWO INCHES OF TOP SOIL SHALL - - - -- / /2o BE PULVERIZED AND DRESSED TO PROVI DE AN EVEN AND SMOOTH SEED BED. 3. ALL DISTURBED AREAS SHALL BE RESEEDED WITH GRASS SEED. SEED SHALL BE BLUE TAG CERTIFIED OF THE LATEST CROP AND /t0 SUPPLIED IN THE FOLLOWING MIX BYWEIGHT PERCENTAGES: 17 PERENNIAL RYE GRASS 259 " - -- ANNUAL RYE GRASS 259 - - - ORCHARD GRASS ( VAR. AKAROA) 509 I Ft� GENERAL - = 1. MATERIAL FROM EXCAVATION SHALL NOT BE STOCKPILED OVER -a OR W ITH IN 15 FEET OF THE EXISTING 108 -INCH INTERCEPTOR OR .jL F. wi - - -o BETWEEN THE INTERCEPTOR ALIGNMENT AND THE BURLINGTON of of W4syy�� NORTHERN RAILROAD TRESTLE. PROFILE 010, Elk �� w AS F CAS T E SCALE: HORrZONTAL 1 =10 , VERTICAL I = 10 ss �� lCF922DATE MARCH 1972 ZONAL E� DESIGNED JSS METROPOLITAN ENGINEERS MUNI C ITY 0 METROPOLITAN SEATTLE M2jOW MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER �O FILE RENT 0 N P 4 DRAWN BROWN AND CALDWELL CAREY AND KRAMER ti SCALE LOW H EA Q FACILITY SHEET NUMBER ass HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBM �` RECOMM 4PPROVED APPROVED APPROVED AS NOTED JUNE 1971 SYSTEM PLAN AND PROFILE 4 9 CHECKED s�q Engineer - A1i tropoliton Engineers Proje ngineer - Me opolilon Engineers Chief Enginee - Metropoliton Engineers For Met opoliton Engineers For Municipality of Metropolitan Seattle DATE OF .l PC EL[ (77�P /CAL) TtIVrCAI 1rnv RFo4D ouTtEr srRucruRE SEE NOTE 2 //x �E 5 RE FZ000 CCWrROL C)YAAlA(EL -- 0�,4. rrmRaRARY 5yp.4ss SE E NO 7E 3 AAID 5EC rI on/ 8 /OW6 5 - 2 -5` -0 LOA/6 7-RAN51 r1oAl 6 8"x 72" IivLEr P/EcE SEE J DWG 9 G h � IS6 N 1 s — doe = - • a •. --- __- - -- - -- • -- - -- - -- - -- — - -_ - -- - -_ to - -- N EXST 10"d" DiA, RCP o , [7� HEAD ivtl 3TRIC'!RE (EASTS /DE /NTERCEPr�4 -SEC t N fia-n /o•o SEE w A T E 2 6 G AVAf 7 MAX SEE No rE r 6 3 AfW 75'Afwr sFF Avrc 1 SEE me p /PE dO/Nr ti ti c'1 Q PLAN — CONSTRUCTION STAGE I SCALE: I"= 10' Ot FL7TC/f{E fL000 G0K77SOL CHAN/iffl� 7 ti ti N 0) p1pe ilow r 2 6 7 6 FOr9 70NS C1F , 6lKHEAD io 11 RCP SEE NO � E 5 _ -SEE NorE f -- - - -- 6 • - - L FLOW d4v—J Y , 70W HEA D SFCn �SUt R'�F�D SEF NaT G 10W NFAV T KAAM1 T on/ SEE G/ 7 SEE 7 /OWS 7 _ L DW ffFA D TRA N/ 3/ r /ON SEE G l D`6 7 LOW "FAD 5rq uc ruRE r PLAN CONSTRUCTION STAGE Ir SCALE: I" = 10' FU ]URE FLOOD CCTV 790L CN4AIAtEL - � 5 C ONS TR UC T /OI'V IJV T 6 RPfOVF 7�l �' R79AR)e 8)e, A FS TYPICAL KIALLS AND ` � 5EE NOrE 8 j TOi° SLAB \x -� '• s (*4� • 1 -ii 9 i 6 • 1 '• I FLOW 5 A. _ - f � I IIf- _ ' GENERAL CONSTRUCTION NOTES GENERAL 1 THE WORK IS (N 3 STAGEAD STAGE I C I1 'iH'E t E1ER0 INLET AND OUTLET STRUCTURES THE TEMPORARY BYPASS; STAGE It DIVERSION THROUGH THE TEMPORARY BYPASS REMOVAL OF THE EXIONG 108-INCH RCP AND CONSTRUCTION OF THE LOW MEAD CONDUIT• STAGE I I I REMOVAL OF THE TEMPORARY BYPASS AND COMPLETION OF THE INLET ANA OUTLET STRUCTURES, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE FOR ALL STAGES OF THE WORK COMPLETE WITH METHODS AND SEQUENCE OF HIS OPERATIONS, tl CONSTRUCTION STAGE 1 1. SEE ADDENDA i a, THE CONTRACTOR SHALL SUPPORT 'T EXTST1NG IM 1NCH RCP WRLE CONSTRUCTING THE INLET AND OUTLET STRUCTURES. 3. THE CONTRACTOR SHALL CONSTRUCT THE 48- INCH I* D. TEMPORARY BYPASS CONDUIT ON THE LOCATION SHOWN, THE BYPASS CONDUIT MAYBE UNLINED AND UNCOATED 1/4-INCH WALL STEEL PIPE. ALL P I PE JOINTS SHALL BE RESTRAINED FOR 10 PS IG. 4. THE BACKFILLING AROUND THE 48 -INCH BYPASS CONDUIT IT DiJR TNG THE WORK SHALL BE AT THE CONTRACTOR'S OPTION. IF THE CONTRACTOR ELECTS TO BACKFILL THE BYPASS CONDUIT THE BACKFILLING SHALL BE AS SPECIFIED FOR P IPELINES, FOLLOWING REMOVAL OF THE BYPASS CONDUIT THE I EXCAVATION SHALL BE BACKF I LLED AS SPECIFIED FOR CLASS 17 SUBSEQUENT BACKFILL, I IT CONSTRUCTION STAGE I I 5. THE CONTRACTOR SHALL LINE DRILL AND RED PORfiIQI�ts 01� "fTiE EXTSTTNG 108 -INCH RCP AS SHOWN, 60 T1 4E CONTRACTOR SHALL INSTALL THE TEMPORARY BULKHEADS DEBATER THE RCP BETWEEN STRUCTURES REMOVE THE EXISTING RCP BETWEEN STRUCTURES AND CONSTRUCT NE LOW HEAD CON DU IT. IV C.ON.S.I.RU— jJ 5JAGE 1 I 1 _ 7, THE CONTRACTOR SHALL RENIOVE THE TEMPORARY BULKHEADS CHAM THE INLET AND OUTLET STRUCTURES AND COMPLETE THE STRUCTURES. L FOLLOWING COMPLETION OF THE STRUCTURES THE CONTRACTOR SHALL REMOVE THE TEMPORARY BYPASS CONDUIT, dOMPLETE ALL BACKFILLING AND RESTORE THE SITE. 9 ` 0'6 1.2r 7—YP. . S EC T10N 9 5 SCALE =�8 RI' -0 •�8 "Drat. TFI��f��RARr' AYPASs SEE NorES 9 4 0 EX CAVATfO GRADE —� � ' � 1 f � � R ��Pr on/ CKF/LC I )SEDOtNG CLASS �I 5U8 5EgL1FnV r gAcKFILL 8 TEMPORARY BYPASS - SECTION 5 SCALE: 3/g" Im LOWYEAD OMET SrRUCTURF LOW HEAD 'PG DOWELS 0 121 TYi° 10 HFAD /N[ ET 57X11C71/9E SEE NOTE 7 STRUCTURE OF WALLS AND SLAB SEE NOrC- 7 BLOCKED OUT ^2f A rO R �2fMn vA L 'Or 11VTEi? 10Q F0,Q MS - CL_ nSI/RE G4ST KEYED it # 6 P 12 C. C A DDED N PLAN - CON STRUCTI ON STAGE III SCALE: I"= 10' •��N C• � �R F. w� P� of WA sy /,P �C� Of W4stiff o N , .5 AS �sS 01ST ERA \�<v FS GIST ER��'�`w DATE MARCH 1972 �ONgL ENS' S/ONAL E� DESIGNED METROPOLITAN ENGINEERS M U N I C I PA I T Y 0 F� METROPOLITAN SEATTLE RENTON DRAWING NUMBER c/55 /7C-0 M 230 W MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I M FILE DRAWN WG BROWN AND CALDWELL CAREY AND KRAMER _ - GENERAL PLANS AND NOTES SUBMITTED RECOM Z�a APPROVED C APPROVED APPROVED SCALE JUNE 1971 SYSTEM SHEET NUMBER CHECKED MG'0 HILL AND ING M A N R.W. 8E C K AND ASSOCIATES IAT E S pesi n En i - Metropolitan En ineers P e En meer - Iropoliton En inetrs Chief En inee - Metropolitan En i eers For Metropolitan E ineers For Munici olit1 of Metropolitan Seattle AS NOTED PATE OF 9 9 9 9 9 9 9 n9 P Y - V31 �CKdUt �R f,3E��1 R RE /NF SEE - - OPP051TE WAI. L : o: Ae% ! ., %Q A T /2 07 o. C. (a 8''EF -016 @ /2 "EF 1- #7 n -� AN HOR5 @ X 0, C, 1 / 1 / 1 -46 a /2" EW SECTION I F7&I2"EtY 5 i SCALE: '` /8 mail _0 -. - -- - - - -- - 13 -0 Cv -O T!0 �— CON-S TR UC */o lv 70, iivT TYPICAL EA s T 0 WEs 7- ADD 06 DOWELS @ 12" ALL AROUND TY/:�CIAL SECTIONk� 5 SCALE: 3j8 al' -p J ' Q � f I • I O o • Ilk p v ° ° 7Z�IP kALF OF Exist RCP i = SEE_ B 1 DW6 6 p 1 a -o to o I I o OPPOSI TE WALL o. ta�•3' _ I SEE G /DWG 9 40p - 3 - *6 Dot*Et*S IYM CAL CORMER 1 SEE 1/ DWG 6 0 AE /NF 5 E AIDW6 5 1 ' 712 -V GRA DE EL / 14, O f - �1 Zir NO ' 5L Oj t — /O V / , 6— AfPLr- R OUlMD TYPICAL 7 SECTION 4 4 5 7 SCALEt 3/8 •I -0 7 2411 s6MEtRo SrAIV04RO FRAME & COVER - C 0/VC. 18 " C ONE 'b J+ I . - SAW CUTS TYP. �° • .. s .; r r + ' o -� ��J • o _ • • Tl Z O S _ , ••. .• /mow r•,_ p/ - �� -'• p N v .o- o• ,Q • a :o ° - - e - _�- -ice - . n - . - _ : o : • •a - O TEMPORARY AYP.4SS' o• p o _ • ., . _ -SEE PLAN - - Y O - G • O G •O _ _ O • M ,Z8 _ _ #7E /? Eh/ 2 _...INTERFACE_ AREA SECTION 5 5 - ___ �� - - SECTION GJ w 5 SEE SPECS, 5 7 SCALE = 3/"n I' -0 SC AL E = 3/ "= I' -0 e e DESIGNED MCD1916 METROPOLITAN ENGINEERS M U N jll I LITY OF METROPOLITAN SEATTLE • DRAWN �G BROWN AND CALOWEEL CAREY AND KRAMER ,� 1-7 R,� SUBMITTED RECD APPROVE p OPPROVED APPROVED SCALE CHECKED ,r'CO HILL AND INGMAN R.W. BECK AND ASSOCIATES Design Enginter - Metropolitan Engineers Pr It t Enginte iropoliton Engineers Chief Engines - Metropolitan Engi ers For Metropolitan Engineers For Municipality of Metropolitan Seattle AS NOTED -1\ Roy qr f3F.AM � -�� gco�KOUr BEAM ELEVATION SCALE 3/8' =I' -0 F OTE ECT /ONS / THRU 5 ARf cur ON THE OW faEAO /NLE1 STRUCTURE, THESE ECT /ONS ARE 5 /M /149 151/7' OPPOS /TE HANO FOR THE L OIY HEA O O[/T [ E j —tea 5 TRUGTURE. -5x'Z` - -O - �1I"�TY`P� a # Ems' -5 SEE F /DWG 9 - 8 6 of wa pf qS E C T�1 CN o CO o N ?c • Z SCALE: ASI' -0 0, � °� � r� f `�s /cjS T E R� \��c, J,�, /S T E 1 - DATE MARCH 1972 0 Nv Oh E� Nq� E AL MODIFICATIONS — EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER FILE M 23ow R�E N TON S6 SYSTEM SECTIONS SHEET NUMBER PATE JUNE 1971 6 OF 9 th RF.SSURF MH SE& A /DWG 8 V 0.5. - .7.7 17 �.. otoo,� i 1 1 1 I i /1'. G H � t sew r DETAiL SSE E /DWG 8 TOP SLAB PLAN FLOW SECT /OWS, DwG�6 BOTTOM. PLAN LOW HEAD OUTLET STRUCTURE SCALE 3/8 "•I' -0 '6 TYPICAL 7-YP/ CAL WA 7TR S TOP TYPICAL /mil I G PRFSSuRE w SEE 41DW6 B �x 4--& sir,4rANSCF SEE ElOwG 6 TOP SLAB- PLAN -t_ e. ,Wei FOR RE /NF SEE SECT /oNS, DWG 6 BOTTOM PLAN LO W HEAD INLET STRUCTURE SCALE 1 3/8' =I' -0 a W ac 34, /9t - -.0/-.0 7 N -uisr ioB#R1:'P DESIGNEDMCO /WS METROPOLITAN ENGINEERS METROPOLITAN MUAE Av)olitan TY 0 SEATTLE DRAWN wG BROWN AND CALDWELL CARE Y AND KRAMER , - o ' SCALE MfCD HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED RECOMM APPROVED APPROVED APPROVED AS NOTED CHECKED Design Engineer -M etropoliton Engineers Projec ers C hief Engin er -Metropolitan En eers For Metropolitan Engineers For Municipality of 'Metropolitan Seattle FILE M 23OW JUNE 1971 DATE 13! 0 VA)r/FS 4 G� lZ " 7d 1 07(B 61 o v G U 40 o' U rypr - ¢ e 12 EF a• 48ARS SPLICL`D -TYP. CO T NsT, r 7rP A - l M -+ - TYP 3�EFL 7R 0WEL 7 ea �, , F/N/SN' 60 o - i • - - o 14� it 9G� /2 11 _ r yP 4@ w T e' a 7% i 'Aft mArERIAi ( rYP„) SECTION 5 SCALE _ *8 " :I'-0 #4cp /V -m a *7C G 7ev3 C.0 8(z G" 7 b'' 0761' T YP x - 6eG � 12 inc u � N ryp - x o 5MEL 7ROWE1. Too- FIA115AI • O U LI • °.. D o o OR 0. tiro TYP `4 C� /2 " T SS AERIAL T SECTION 5 scALE= �8• =1' -0 �F WAS,y �Q E.Of 4S ,y� �' �Q� yam,, O °z Cn h = 7c mm P 'AS 0 5 1 KUt; I tmL) ;00 IOU m. ei GIST f- P S T ER PATE MARCH 1972 S/'O E NAL �� ANAL k- MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER RENTON S 7 SYSTEM PLANS AND SECTIONS SHEET NUMBER 7 OF 9 6 �W -3 .I-Q)# o -uisr ioB#R1:'P DESIGNEDMCO /WS METROPOLITAN ENGINEERS METROPOLITAN MUAE Av)olitan TY 0 SEATTLE DRAWN wG BROWN AND CALDWELL CARE Y AND KRAMER , - o ' SCALE MfCD HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED RECOMM APPROVED APPROVED APPROVED AS NOTED CHECKED Design Engineer -M etropoliton Engineers Projec ers C hief Engin er -Metropolitan En eers For Metropolitan Engineers For Municipality of 'Metropolitan Seattle FILE M 23OW JUNE 1971 DATE 13! 0 VA)r/FS 4 G� lZ " 7d 1 07(B 61 o v G U 40 o' U rypr - ¢ e 12 EF a• 48ARS SPLICL`D -TYP. CO T NsT, r 7rP A - l M -+ - TYP 3�EFL 7R 0WEL 7 ea �, , F/N/SN' 60 o - i • - - o 14� it 9G� /2 11 _ r yP 4@ w T e' a 7% i 'Aft mArERIAi ( rYP„) SECTION 5 SCALE _ *8 " :I'-0 #4cp /V -m a *7C G 7ev3 C.0 8(z G" 7 b'' 0761' T YP x - 6eG � 12 inc u � N ryp - x o 5MEL 7ROWE1. Too- FIA115AI • O U LI • °.. D o o OR 0. tiro TYP `4 C� /2 " T SS AERIAL T SECTION 5 scALE= �8• =1' -0 �F WAS,y �Q E.Of 4S ,y� �' �Q� yam,, O °z Cn h = 7c mm P 'AS 0 5 1 KUt; I tmL) ;00 IOU m. ei GIST f- P S T ER PATE MARCH 1972 S/'O E NAL �� ANAL k- MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER RENTON S 7 SYSTEM PLANS AND SECTIONS SHEET NUMBER 7 OF 9 6 1 f - I � L � J ` r PLAN PRESSURE MANHOLE — DETAIL �, SCALE: I' • I' -0 s Ito - .q/ _ A� 3111 00000-= W016 oY 1` G Y. tCEY 504 0 P/A I DETAIL B s SCALE: 6 "= I' -O A ONF mo OF rA E Colt . C9 4 //V /V rO 40 ✓u5 T /IV 6 f,3COCKS ON rgrr ,S /,DE OPP 711E CL /P AND C ENTEeEo OVER rAm, m/mars WELD rO NUT (641V) - �/4 GAL V EYE 60L T7 CIC :a ; i��'6azvl = Ir2xl!�ix� /4C H/ � 8 " x O 4 NELSON �4lKoV S @ /21/ 0. C., COAL V iVN4�E SEE /3/8 3"Ie 3 x /8 "L f�R ! W13 1aa0 x 0 = 4 AQ SO" j ANCNOes elzM •C. r a -SEE G /8 PLAN PRESSURE MANHOLE LID SCALE: I1/2 '•1' -0 SEE G40 — SL OrrE D HOLE 91le � x "4 .*I ito DETAIL C s SCALE: 6 "= I'-0 1 ,01GN09 E/I/D TO AD ✓• &L Z SEF rOP SL46 PLA" - CUP FOE C�+s/�4 /N 5EE D16 V LOC. OPP rO NIA16 ES SECTION 8 SCALE: 302 1 �� 0 5. 4 awV4 ser "grenuvc MRNHOt E " Alore 4. A 01 # Lu I, - SEE PRESSURE M N /VOTE Co . s� • � .4,� " g N* ! M M M G '` L4 X4' x -_I% _NUT S. S. , . • r _ -------- ._ HATCH PLATE — DETAIL E 7 SCALE: 3 "s1' -0 _1. TME HATCH PLATSYTAtt tw►t Sme _v COATED ON ALL SURFACES EXCEPT THE GASKET CONTACT AREA WITH TWO COATS OF COAL TAR ENAMEL. MINIMUM COATING THICKNESS SHALL BE 25 MILS. FILE M 230W DATE JUNE 1971 �PQ� pF Wgsyy /� �� pf 4sy�yc �O 3Th 1) 4D o o Fs, pis r E R� k. �s �S T EaEr .Z. DATE MARCH 1972 s�ON AL 1E 10% J, MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER RENTON S8 SY ST EM PRESSURE MANHOLE AND HATCH DETAILS SHEET NUMBER 8- OF 9 w: MS- r !4 S TA M P4 SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS FOR 3 MAINTENANCE OF CORROSION RESISTANCE. ALL METALWORK TO BE STAINLESS STEEL EXCEPT WHERE GALVA ZED STEEL IS NOTED. , b ��N � N ALL MANHOLE FRAMES AND LIDS SHALL BE t AfVGf ABLE . ' THE GASKET CONTACT AREA OF THE LID SHALL BE IN A COMM WITH THE MATCHING SEAT. MAXIMUM DEVIATION INCLUDING SURFACE VARIATION SHALL BE 1116-INCH, 5. WELD S SH ALL BE 3116--1 NC H F 1 LLET C ONTI MM S UNLES S OTHE RW I SE NOTED, 6e NEOPRENE GASKET'S SHALL BE TO MANHOLE Lt D 'W 17 AN DETAIL 98 ) INSOLUBLE CEMENTING MATERIAL�AS RECOMMENDED BY THE GASKET MANUFACTU RER. SCALE 6 "= 1'- 0 , DESIGNED MCD METROPOLITAN ENGINEERS M U N IPA ITY OF,? METROPOLITAN SEATTLE DRAWN BROWN AND CALDWELL CAREY AND KRAMER ' CHECKED MCD HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED Design Engineer -Metropolitan Engineers RECOM Pro Engine elf"- Me opoliton Engineers APPROVED Chief E Sine - Metropolitan Eng eers APPROVED APPROVED For Metr piton Engineers For Municipality of Metropolitan Seattle scALE Q$ NOTED 5. 4 awV4 ser "grenuvc MRNHOt E " Alore 4. A 01 # Lu I, - SEE PRESSURE M N /VOTE Co . s� • � .4,� " g N* ! M M M G '` L4 X4' x -_I% _NUT S. S. , . • r _ -------- ._ HATCH PLATE — DETAIL E 7 SCALE: 3 "s1' -0 _1. TME HATCH PLATSYTAtt tw►t Sme _v COATED ON ALL SURFACES EXCEPT THE GASKET CONTACT AREA WITH TWO COATS OF COAL TAR ENAMEL. MINIMUM COATING THICKNESS SHALL BE 25 MILS. FILE M 230W DATE JUNE 1971 �PQ� pF Wgsyy /� �� pf 4sy�yc �O 3Th 1) 4D o o Fs, pis r E R� k. �s �S T EaEr .Z. DATE MARCH 1972 s�ON AL 1E 10% J, MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER RENTON S8 SY ST EM PRESSURE MANHOLE AND HATCH DETAILS SHEET NUMBER 8- OF 9 1 _49 DIA - 4 ' W,4L1. z PL le W $ x /7 4 ,� 4 s� Arl 8 8� : r 64t 3 "K 3/8 was , T Y/° . T Yp 3 PLACES � 6 9 M •• I I • • ` • e e 1 • pN J � L3y 4 « " SE DOUa LA. S oF i - s - o • \ - G st. ► o- • • x j . • ' J yp) CONST a kk 40E, DAP W 8 x 17 ro F/ r C FR�4 m ' -CG x8.2 3 S� /fc ,R 43.2 o 2/2 9 9 t2 e m4a s V a "oc. avrstmc 18 EDC E, /2 „0, 6. /NACRIOR 5AA 12 S 2E Ti1ME?S �Q” E X TEQ /OR PLYWOOD 2 LA Yfk s Co MIL V150UEEM Dqp ro Fir r PLAN 3% SIDES ONLY ° TEMPORARY BYPASS INLET PIECE - DETAIL 5 3 SCALE _ 3/ " I' -0 :s.r�.r W8x2¢ SECTION e • - 9 8 x 24 SCALE. f . b W 3 s � - � � .. PUBS ER SEA L -41a A - 0- - - - " � 3 _ELEVATION ELEVATION F G � Z - 10 BULKHEAD GUIDE — 2 REOD BULKHEAD — 2 READ, 6 6 SCALE= 3/ "! l' -0 5 SCALE &A " "1` -� _ 8 9 8 elz'l' 4 �� 4 �+ 6 _ _ � wa -�_ rr_: SECTION Y4 r;oSn.t0t) 9 # K " 13/" PlYwoo - ,� " :SCALE _ � "_ 11_0 BAR 3 /2 4 Xr 6 x IZ 77Af5M 4 -3111 r 1--31,4 60Lr Ism 77,mAiT .�X� s I_ • 4 N ` SECTION •� I I 9 • s TYl' SCALE: 3'= 1' -0 / 8 G / Cows. gNCHORS @ 6 y 0. C. ¢ /8 y* 450 2 �8 FS G _ y4 ¢ 2 rH SECTION 9 DETAIL 9 I it SCALE: 3"z 1 - O SCALE • 11/2791 -C I 1, ALL SKAtt AND 4 EXT. w8 K 17 SHALL BE GALVANIZED AFTER FABRICATION. - �°YYk�DOQ 1 I " 6445 %x� 2, ALL WELDS SHALL BE 3 116- INCH CONTINUOUS FILLET UNLESS NOTED OTHERW I SE. - G "x /Z" r/M6Ek 3* ALL EXPOSED GALVANIZED SURFACES SHALL BE PROTECTED DURING CONSTRUCTION,, FOR REPAIR OF DAMAGED SURFACES SEE SPECS, 4* FABRICATED STEEL FOR THE BULKHEAD SMALL BE PAINTED WITH ONE SHOP COAT RED LEAD PRIMER. P of wQS i c� of w4As <<, .S EC TI ON C13 9 o (, y s _ Z 0 1p SCALE • 3 = 1 - p �• cis �o �4, .� �� 4, �5: ss�o r E R Fss /O s T Elk DATE MARCH 1972 IVA� EN NAL E DESIGNED AfC D METROPOLITAN ENGINEERS MUN C O F METROPOLITAN SEATTLE F M 2 30 W MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I DRAWING NUMBER l�E R E N TO N 59 DRAWN BROWN AND CALDWELL CARE Y AND KRAMER SCALE �Y S T E M /''� BULKHEAD AND GUIDE DETAILS SHEET NUMBER MCD SUBMITTED RECOMM APPROVED ePPROVEO APPROVED JUNE 1971 9 9 CHECKED HILL AND INGMAN R.W. BECK AND ASSOCIATES Design Engineer - Metropoliton Engineers Projec ngineer - Mel politon Engineers Chief Enginee - Metropoliton Eny' eers For Metropoliton Engineers For Municipolity of 1Wetropoliton Seattle A S NOTED DATE OF •. I, • '