The URL can be used to link to this page

Home My WebLink About77 88S3819MUNICIPALITY OF METROPOLITAN SEATTLE R218H — AUBURN INTERCEPTOR, SECTIONS 1.2 AND 3 CONTRACT NUMBER 74-2 INDEX OF DRAWINGS Ct-EF 1 i p14iI i ",6 EET DRAW I NG / EET DRAWItIG SHEET DRAW I11C . • M TLT 1 NMR NU 1BER Uj! F RnLR 1tl.! IBER T1 u a Qc „:. AIID a ..�l ;v �t1�- n ; ^ Tn ;'TL2 .+nrI 2 SYr�Br�LS Ai1D E''C'' AP!:=• 27+��`T \4- CZz+no 3 3 BENCH ` ''',::.:,,T,_�'. S�+t^ T `A,COMSTt�"� :'�'+ MOTES ^% Tr cTA, 97�•^r u 4 S.ArlTT!','`v cEli lEv ttA«HOLES , _4 n� _ ST 5+00 TL ^, STA. ��+o 5 5 TYR I !'CLE STR"CT"RE "► , 't - ' 06 +ATER t EC' I''i+ AND " L', !'Cc C'I Ott S CT�'RE r 1.. , . , , PLAN' ACID SECT ,S 1 1 C ENEu;:L + -' _' L i�h.r �1), - 'n8 DIVERSION S P''C " EETA i LS A t. -vo I CA L °CP DETA T , PLANS AND SECT I otis 3 8 TOPICAL T�:ENC` JCrT ': '';P 109 SPECIAL '}ANHGLE" !",8H-1 tID 22 rEr TPAT I'Ift : LAtIS AND SE(7 N 1:S r1ISCEW' P"' cLA G�," _rTlrrr; 19 20 22 23 24 25 'IRA1.11111 �?C "-?7 cERENCI11G SAC iQI't 2 STA. 105+97 r STA. 120+00 217 202 STA. 12 TO STA, i48+r1' 28 203 TA �8+00 TO -A. 17E+30 L9 204 17a+^0 TC `�TA. 196+25 3n 205 STA . 0 TO STA . 'd5+or, . 78 31 GREEN RIVE. I PwnN CROSS I NG ?2 207 SIPHOn OUTLET ':CT';RE °18w-34 PLANS AND SECTION 1. 34 203 Si°HON INLET STRUCT"RE PLANS AND SECTIONS 1. DRAI-11 pr S ARE CROSS :_- ": r P `�;_ 7HE FOLLOWN IIG VA,101ER - (A) P SErTI'I'1 r. `t.:!,°` 102 &:::::: SErTIO!I V-ABER SECTION� DRAW I fIG _ ! i. �u I �,►, SEC + I9!I tiP'E' DRuk!f�Ir :', TWIS SECTIUit 1 S I y Fi;T I "S FOLLOWS .t JECTI 3 ' SECTION 102 DRAUi1+G rPr,!! ►p+Ir�4 SECTION ' + I _'; 'FTC;; -S A1'E rROSS PEFrRENCED I" A S I �•1I LAR "VI IER, EXCEPT THAT DETAILARE rENTI-IED By LETTER RATHER THAN BY 1i�11BER. II1�1�i ii��l1 II�IIIIIIIfiI��I�IIIIIJill i� iiii�; i i t� 1 [ I tTT Oji , 6 N !L i IB "Q i �E F� it oil l; i; 36 z7 , 1 302 303 304 305 306 3.U7 308 309 71n 3�1 10MVf SECTION-3 STA. 196+25 T`' STA. 2} +0r �TA. 219+00 TO STA. 2440P STA. 247+00 TO STA. 274+00 STA. 274+00 TO STA. 297+00 STA. 297+00 TO cTA. ?1?.+n0 STA. 311+00 TO STA. 324+00 STA. 324+00 To STA, 331:,P' STA. 335+00 TO :TA. 348+- SPECIAL 'IA14,LES RIP=-U4 AND ; PLXIIS AND SEC' ^'jc SPECIAL i1AN11101-E:71 PLANS A415 SEC 1`V- ;:nAOrkL " AS CONSTRUCTED MAY, 1977 / of 23 0 C w VICINITY MAP 0 1 Y 3 4 S SCALE IN MILES "AS CONSTRUCTED 1 0 1 x 3 4 S ]L%Je � MAY, 1977 SCALE IN THOUSANDS OF FEET METROPOLITAN ENGINE7ERA MUNICIPALITY O F AUBURN INTERCEPTOR DRAWING hu"off+ METROPOLITAN SEATTLE RMK,— RENTON �pAwv �L� ERpWN AND CdLDWEIL CAPE' AND K.RAMEN , SJBM * 1 E r; vL , , .. ,.! f a r. ' �<! • f- / �%, - G 1,(. A. p SNEE NUM6E R CcJG HILL AND INGMAN R W BECK AND ASSOCIATF� �� — E GMMFWDfL.L.,1�_.�.�0- Appill0d_ 1 i _'_:� ��:uC�FD_____-�.� Ter A�cpnvF . A4-I . AUG 4974 SYSTEM LOCATION AND VICINITY MAPSC ME D ----Des o f -ne Met, ,o n r mQ wq p opW o E 9 ee•ti aoKc, EnQ,nee, � Mfg, oco..rr Enp�neen Cn�N Enpme�MerroPd�tor. Enp,nee•s roe M•r•opor.ron Enq,f �. Mu�4.;f!lhry OTDGL�U >e:r re AS S �0�1 N iA'f - ------ � 3 O� 7 2 of 2 3 NO ,e.�.. r T"— —r`-- Sii t1i t I it 0T I —8 8 i L. 19 T >b 6( II Milli I II I f I j'II II ail ! III' u ,ON SYMBOLS WORK TO BE DONE SEWER SECTION 1 B E N C H M A R K S SECTION 2 SECTION 3 &STrA jQ /-I F3("r1CH pro!", ` BELCH �'Oi0 MAAWCILE - AVAII�R, STATION, 8 CIOORDINATE ':; ,RK NO CESCR PI TIOd E� DESCRI OR ELEVATION ." DUCRIPTION �j�`�; ES-1282 R.R. SPIKE IN NORTHWEST SIDE OF HOST 24.657 ES-1299 R- 'I, �f'f .L ON EAST SIDE OF POWER POLE, ?c',�'• ES-12I9 I;,k, SPIKE IN TRANSi'ISSIOii P"i�'ER SOLE ='7. IiTSTERLY TRANSMISSION POLE, 4TH POLE ABOVE GRO�iIB, AT THE S,W, CORNER OF (',I THE 14 TH SIiE OF S, 211TF! ST. 451; STA 110#40 SOUTH OF s, 211TH ST„ POLE N0, O,B,- riEEKER '.) F, L!MCOL"I ST. WEST OF R.R. TRACK. mommir GIAMC/4ETE E/YCASEA�'HT OR JACKED OR ilj, 15;�'± NORTH AND 300'+_ Er�ST OF SE''E+: STA/IItOO TUNNELED CROSS/MG STA. 0+05,29, ES-1300 TOP CENTER 'w.;LT ON HYDRANT, ON EAST SIA 38,327 ES-1220 k,R. SPIKE IN TELEGRAPH POLE 12'± Ei,,ST 47,u14 At 1952 000 00 COORDINATE (COORVINATES Al WARINGS ARE OF WWEN ST„ 5cJ'+ SOUTH OF MEEKER ST, OF R, R, TRACK, 1ST POLE SO:: T . C:. . /ZW000.00 BASED OH l/.S.DEPT AF' COUTAIERICE CGI�4ST B ES-'2k3 ,.R, SPIKE IN NORTHWESTERLY SIDE OF 24,5U9 A `"�� TH PROPERTY LINE OF HOUSE NO. 218. BRIDGE OVER POND 620'± SCLsTr; �F '•. 21'T momoTiC SURVEY, LAMBERT sm, NORTH ZONE) MOST WESTERLY TRANSMISSION POLE, GTH , T ST. POLE SOUTH OF S. 212TN ST., POLE N0, ES-..301 + ¢ CE��TER BOLT ON HYDRANT ON EAST SIDE 40.200 —2W NEW DES/GN CONTOUR P,��.-SO H OF EAST OF SEWER STA. O@ OF NADEN ST„ 860 ± SOUTH OF MEEKER ST. ES-1221 R,R. SPIKE Ird TELEGRAPH POLE 12'± i_'P.;T 1,1 417. 7'„ ON SOUTH PROPERTY LINE OF HMSE N09 318, A, R, TRACK, 1300'+ SCU-TH 0 277TI' S' , ES-12 ';.R, SPIKE IN WEST SIDE OF MOST WESTERLY 25,884" , DnLE, 0,5' ABOVE GROUND, POLE N0, O.B.- ES-1302 R.R. SPIKE IN SOUTH SIDE ON WEST POLE OF 39r .424 ES-1.222 .?.�,,E IN N.E, ABUT+tE41IT OF P. I-, 1;7.Q�7 ;'i, 300'± EAST OF SEWER STA, 10+819 TWO -POLE TRANSMISSION STRUCTURE BETWEEN BRIDCF O'ER CATTLE CROSS IIIG, 78s'± OOPT EXISTING WORK WILLIS FREEWAY & WILLIS ST, 200 + EAST OF OF S. 285TH ST. 1:. 4 5 R,P,, SPIKE 1N WEST SIDE OF CENTER POLE 26.7x7 FRONTAGE ROAD, WEST OF SEWER STA, 120+u0. SPIKE IN "l E CORNER ABl'T'1EP=T '� /2 ES-1223 R,R. . , � Cr S SANirARr SEWER 8 SIZE o�= '+ 3-POLE STRUCTURE, 0,4' ABOVE GROiItII), ES-13G3 LEAD 9 TACK ON END OF 24" CULVERT ON 36,1x7 BRIDGE OVER CREEK, 97'± NORTH OF S, 9-r-To, SD M" STORM DRAIN 8 SIZE P^L� 10. O,B.-i4t, 300'± E �T SF SEWER THE EAST SIDE OF FMITAGE ROAD, 350'± ST, M„ STA-., 17+06, SOUTH OF WILLIS ST. , a . , W WATER LINE 8 SIZE ES --fist: .r,. SPIKE 114 C NTER POLE OF A 3-POLE 27,874 ES-1224 R,R, SPIKE IN N,E, CGRNErr%OF R.:i. JL 48. 31_: 6' STRUCTURE, 0,5' ABOVE GROUND, MOST SOUTI;- ES-1304 WEST EDGE OF IRON PIPE ON EDGE OF BLACK 39;505 ABUTi•IENT OVER CREEK, 471'± SOUTn OF S. G GAS LINE 8 SIZE ERLY TRANSMISSION' LINE SOUTH OF SUBSTATION TOP 72ND AVE, S, , 1150'± SOUTH OF WILLIS 285TH ST, T TELEPWO/VE CONQ!/IT 300'± EAST OF SEWER STA, 23+00. ST, ES-1225 R.R. SPIKE III TELEGRAPH POLE 12'± EAST J� 49.161 c�-I?87 R,R. SPIKE IN WEST SIDE OF ir►OST SOUTHERLY 25.37E ES-1305 EAST EDGE OF IRON PIPE ON EAST EDGE OF 4G.5u5 R.R. TRACK, 1027'± SOUTH OF S, 285Th Si, E ELECTRICAL CONouir r �,�, ,,.0 ASPHALT 7211D AVE, S„ 1968'± SOUTH OF TELEGRAPH POLE OF A TWO -POLL STRINUCTURE, 0,4 ABu,iE ES-1226 R.R, SPIKk IN TELEGRAPH POLE 14 + EAST C4 15 72•_ CENTERLINE OR SECTION LINE GROUND, 3RD STRUCTURE NORTH OF S, 228Tit ST. WILLIS ST, R.R. TRACK, :01RTi. OF 37TH ST, N,h, -- PROPERTY LINE OR R w LINE 3001± EAST OF SEWER STA. 29+00. 'ES-13�i WEST EDGE OF IRON PIPE (It EAST EDGE OF 43,Cr 8u SIGNAL, SOUTH r2,OZ ES-1227 TOP . - . L ; Oil F, , r, . E I'':S^ I<,R. SPIKE IN WEST SIZE OF MOST EASTERLY 32.044 ASPHALT AT APPROX, CENTER OF CURVE AT _ SIDE �T. N.W=, 12'± WEST C?~ R,!'. TEA►I mmy EASEMENT LINE POLE OF A TWO -POLE STPUCTURE, 095' ABOYE 72ND AVE. S. & S, 255TH ST. TRACK, —ISO COHTOIVR LINE GROUND, 2ND STRUCTURE NORTH OF S, t r �' ES-1228 P..R, SPIKE Ire + ~' 228TH ST. w-S-1307 LEAD & FINISH NAIL Oil TOP CENTER OF TWO- 3; .. ,.; 'TELEGRAPH POLE 12' _ E ST Or � . R3" POLE NO, WR-R--1w3-, 3000± EAST OF SEWER STA, PIPE CONCRETE DISCHARGE STRUCTURE ON• SO T;: R �+ �. CURB 8 GUTTER 36+84, SIDE OF GREETS RIVER 330'+ EAST OF S,R, 16" R,R. TP,rK 642 _ SOIT;; OF 37TH ST. N.e . HIGHWAY. ES-1229 ;.R, SPIKE Iil TELEGRAPH POLE 12'+ E .ST CONCRIETE PAVEMENT (ED6E) _ 1_6j R,R, SPIKE IN WEST SIDE OF MOST WESTERLY- 2Y,626 R,R. TRACK 1247'+ SOUTH OF 37Tr ST, N., . 1 POLE OF a TWO -POLE STRUCTURE, 1.5' ABOVE ES-1303 p,R, SPIKE IN SOUTH SIDE OF SERVICE Pull, 429871 _ ULI M. UUMM ••••••••• A.UML ASPHALTIC PAVEMENT faw) '' J 228TH 0 5 ABOVE GROUND, FREEWAY ES R, P„ SPIKE 1'I TELEGRAPH POLE 12'± E� -T C= ` �ROUNG, FIRST STRUCTURE NORTH . OF 2' WEST OF Ft', ' R, i , TRACK 1991'+ SOL'Th of 37TF: ST, --------�----- EDGE OF TRAVELED N'AY(UNSURFACED) ST. * tS.R. 167) FENCE ON N.W. CORNER (�F S. c��LilP - ES-1290 R,R, SPIKE, 2,3' ABOVC�dtOUP1D, IN )WEST 27,938 ST. & 74TH AYE. S. �:_1^_31 ;,P.;. SPIKE IP1 SOUTH SIDE OF Tr2tlirS- RAILROAD, SINGLE TRACK SIDE OF MOST _WESTERLY POLE OF A TWO -POLE ES-1309 CENTER BOLT Obi HYDRANT 30' + SOUTH OF 42 , 521 N c n _ . I �� I OE. POLE ON NORTH � I �E .. F 29TH ST. - RA/LROAD, llBLE TRACK �� STRUCTURE, SOUTH OF S, 228TH ST. POLE NO, ENTRANCE ROAD TO TRANSPORT STORAGE & 'r,l;, g 5G'+ ►JES`f ;F r,';, ST, P & WR-RIJ DISTRIBUTING CO, ON EAST SIDE OF 74TH .R. TRACK. ■---: ,Lx FENCE AVE. So � r ES-12r1 R.R. SPIKE, �.�' �BcvE c;oUNi�, Ire WEST 31,471 E�— 232 LEAD TACK 1 ,cl,�, ii.E. CORtSER OF COiI- 5�.'08 RIVER OR CREEK ES -MEMO LEAD &TACK IN CONCRETE BASE FOR IiIGN;, 39,289 C LET BLOC.; BU6, 6'1Lt: PA LUR) ACl?:�SS SIDE OF MOST EASTERLY POLE OF A Tr;O-POLE STRt CTU[; , 2�1D STRUCTURE SOUTH OF S. 228TH RIGHT-OF-WAY FENCE Otl TfiE '.EST �ii;E 0� °T T;L_ ST `ET 1 RD` ; rUSE !S0. 515 Oii 23T.' 20'- lexia - S„ 1330'± SOUTH OF 262N; �f, 51, ST. i1.w, CMPA CULVERT LEAIGTH, SIZE, 8 A/ATER/AL ST, AVE' , �_______.m (HEADWALLS, t•F IF APPLICABLE) SOUTH OF C,,P, CULVEI'T). -,, a ,, ,. �?F R ' 8,a2? » FS-1?92 ^.R. SPIKE IN EAST SIDE OF MOST EAST- 32.Ob0 t c� 1L33 �PI..E Ocy SO�Tn ZIDE POWER POL - - - OIUTL/NE OF EX/STING INSTALLATION ERLY POLE OF TWO -POLE STRUCTURE, u, 5' ES-131I RIGHT-OF-WAY S TACK I N FENCONCE EASE f C' , : k "+AY �9.704 411 ON !IORTH S I BE Oy 29TH ST $ - 4O'�E GRQf�ili), 3►D STRUCTURE SOUTH OF RIGHT-QF-WA.Y FEtICE OtJ THE �fEST S•ILE i:�F ?4Ti 1ST POLE WEST 0= HOUSE �t0. ?iE•. � i MANHOLE - AVE. ., ' _ ' ! - � S . 22ETf i ST . S 2 lO^ + SO!_ Tf OF-S. 262. !G ,� -, , ` , ` E`-12 �' R SPIKE Gid NORTH S I E OF 1ST T'= o INLET OR CATCH BASIN �S-1293 �;, R, SPIKE t it WEST SIDE OF t;pST EAST- 33, 81E ES-13I2 LEAD & T. CK i r:FCOrICRETE BASE OF STATE 39. F60 kj; kAPd POLE SOU'RI OF 29TH ST, Ni;W . R. 7j'j' + ERLY POLE OF TWC-POLE STRUCTURE 1,2' RIGHT-OF�JAY FENCE ON THE WEST SIuc OF 74TH WEST OF 'MOST WESTERLY PAIL AT 80TH AVE, F/RE HYDRANT ABOVE GROUND, 4TH STRUCTURE SOUTH OF A�� E , S , , 2895' ± SOUTH OF S , AID ST. g 29TH ' ST . tl , W . ® WATER METER BOX S, 228TH ST, POLE NO, WR-R ` ES-1313 LEAD &TACK IN CONCRETE BASE OF STATE 38.846 c_1235 .S,C. & G,S, i�',C"i. H-254 IN FOUNDAT'(,;' .72 j SPIKE 1'J WEST SITx OF CENTER POLE 30,3Q4 RIGHT-OF-WAY FENCE Oil ThE WEST SIDE OF 74Th - OF BLDG, 2,6' ABOVE GROUND AT S.E. CORNER AVE*, S„ 3E00 ± SOUTH OF S, 262ND ST„ OF BLDG. ON NEST SIDE OF °,R, ON WEST • VALVE ES- _2 -� ". k. 7 ABOVE • , f JF A THREE -POLE STRUCTURE, 0. ' r • UT/CITY POLE - 190 ± NORTH OF NORTH FENCE LINE OF CAk COPS- S� 0^T' AVE. S. 250'± 'NORTH OF 29TH ST, .:." GROUND, 5TH STRICTURE SOUTH OF S, 228TH ST. , ---� GUY WIRE r — J , -1 �� VOY CO. $ 6C ± F,,,-Tlil CENTERLINE OF 74T: • ES-1250 Z. SPIKE ON NORTH SIDE OF 4TH POI�Ei, P:iL '%. jSf �S Me_TOP BOLT ON FIRE HYDRANT BETWEEN THE WOE DS 5, 955 AVE, So EAST OF 80Tf1 AVE, So ON THE SUUTii S ` '!ilISON & ALABAMA", 150'± WEST OF FREE - DECIDUOUS TREE - RA, ON T=►E iI01;Tit SIDE OF .;t«°BLS ST, 30TH ST. N,W„ 4J��'+ EAST Of EST R. �� EVERGREEN TREE - T., � � � SECTION 3 TRACK. ii� E�-12�h ;uP 30LT Or, FIRE rlluRAtiT IN THE iiIBDLE 36.��1t, ES-1258 Rk' SET NAIL IN CONCRETE AT T,E S:E. r' • z' • B2 SOIL BORING 8 DES/GNAT/ON OF THE WORi1 I'MU'LLER" AT THE S,E, COkNER p OF LIWCOLrI 8 JAMES ST, CORNER OF CONCRETE SLAB r OR GAS PU'i. LS-1314 R;tt, SPIKE III BLACl4TGP 1' SOUTH a I' 42,222 tGn1+ NORTH OF CENTERLIWE OF 30TH ST, ':• SURVEr MONUMENT OR PERM. BENCH MARK kS-12S7 P,R, SPIKE 2' UP Oil HEST SIDE OF 3RD 3717C6 WEST OF NORTH GATE POST OF MAIN IN- 60'+ WEST of CENTERLINE OF C ST. t►OIL: ., A ANGLE PO/NT OR HUB POPLAR 11<EE SOUTH OF ,!ti; .ES ST, ON TdL TRANCE TO CONVOY CO, 60'± EAST OF CEN- S, E, CORNER OF SHAUGHNESSY LOW CO, BLDG , SECT/ON CORNER 'NEST SIDE OF LINCOUI ST, APPRCOX: HALF TERLINE OF 74TH AVE, S, , 'JAY BETWEEN JAB' 11S ST, d SMITH ST, El)-1251 RAi lrSET TACK IN CONCRETE ATrS o E. Uokilt � 4�. �6_G�R F. E.S-1315 R.R. SPIKE IN SOUTH SIllE OF WOOD LIGHT aU.fiU7 OF DOG ROu'JC Or, 4E�T SINE 0, E:,TPh�,C� T� O,E� �f+,�0 r .4 SECTION CORNER (OPPOSITE SEWER STA,, 94+35±), POST FOR CAR CONVOY CO, AT THE NNE, COk- AUBURN SEtidEI:. LH600r;. y a INC 8 F' . i', SP t KE ON NORTh SIDE OF TELEPHONE 37, 076 NER OF S, 277TH ST, & 74TH 1, E, S, DATUM NOTE 0.0 EOGMLS A IN SEA LEVEL [/ S C B G S P.0LE � T, . STREET LIGHT AT SOW% CORNER OF 1� " AS CONSTRUCTED (1947 AN) UNLESS OTHERWISE AA'�TED . „ �, MAY. 1977 rpm Er,Fo W. SMITH T, a ,1, i��ABISON ST. AUBURN INTERCEPTOR ppAwt%G NUMBER DESK,NEDCJG METROPOLITAN ENGINEERS MUNICIPALITY 0 METROPOLITAN SEATTLE , F RZISH_ _ RENTON ; 2 DRAWN aco eRowN AND CALDWELL CARET AND KRAMER s SYMBOLS AND BENCH MARKS SUBMITTED RECOMMENDED !l /, APPROVED- APPROVED SCOLF SHEET NUMBER c►,EcKEo C✓G MALL AND iNGMAN R w BECK AND ASSOCIATES „ a,9o„�.�� APPROVE —_ _ — A� --------- --- NO SCALE AUG 1974 SYSTEM 2 37 Oosq^ E 0 Me op E^9•^oers Pro1Kr E^9 Merr000rrm Engineers CnKF Engin r-MlTropotHon E^gin<e•s For MtnopWmron Enq.neas for M„n.C,po6!, of �bMtropobton 5toerle GA'E __ ._...---- _ u� . oft N !•%a�- T I!II�II�! T IIIIIIIL' t Ili!!IIII i IIIII!III T !illlllll T I iIIIIIIII�IIIIII!I! 8 IIII�IIII 191f III!�I!I!Ii!IIIIIIIIIiIlliil;lli�l!II IIII�III! IiI lii!II!lil 8853819 3 of 23 0 ki I BENCH MARKS SECTION 3 (CONTINUED) BEN.-" ., "'' NO DESCRIPTION ES -1252 RAM SET TACK IN CONCRETE RIM ON SOUTH SIDE OF GATE M.H. BETWEEN EAST AND WEST DIVIDER OF AUBUR14 SEWER LAGOON, 708+ WEST OF ENTRANCE ROAD TO PLANT, �.�-253 LEAD & TACK IN CONCRETE 5' NORTH OF N,W, CORNER OF OFFICE BLDG, AT AUBURN SEWER LAGOON, EQ-1254 TOP OF BOLT ON HYDRANT AFTER THE WORD "OPENO AT S.E. CORNER OF AUBURN SEWER LAGOON, ES-1255 RAM SET TACK IN CONCRETE RIM OF GATE M.N. ON NORTH & SOUTH DIVIDER OF LAGOON, 100'+ i1OI"JH OF SOUTH ROAD OF AUBURN SEWER LAGOON. DESIGNED C✓6 I METROPOLITAN ENGINEERS DRAWN 0 L 0 BROWN AND CALDWELL CARE r AND KRAMER CMEcxED C✓G MILL AND ►NGMAN R W BECK AND ASSOCIATES SUBMITTED osogn E "I 57.908 54.7G9 56.355 58.326 C 0 N S T R U C T 1 0 N GENERAL CONSTRUCTION NOTES - SECTIONS 1, 2 9 3 G11-1 ALL PROPERTY CORNERS, RIGHT-OF-WAY MARKERS, SURVEY MM- UrENTS AND FENCES TO BE REMOVED OR DISTURBED BY CON- STRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY A SURVEY, THEN RESTORED IN THEIR ORIGINAL LOCATION. SEE C1a12(6). AN-2 ALL EXISTING FENICES& GATES, OR SURFACE BARRIERS OF ANY NATURE WHICH DURING THE CtaURSE OF THE WORK NAY BE DAH- AGED, DISRUPTED OR REMOVED, THEREBY CREATING A HAZARD TO PROPERTY OWNERS' LIVESTOCK, HORSES, PETS, ETC. SHALL BE TEMPORARILY REPLACED WITH ADEQUATE BARRIERS UNTIL THE WORK IS COMPLETEDI, AFTER CON UTION OF THE WORK, FINAL RESTORATION SHALL BE CARRtIED OUT IN ACCONMNCE WITH THE CONTRACT DQCUMENTS.ANII EASEMENT !+Gl;EQENTS. ,;l-3 PROVIDE "';i " INTAIN ADEjUATE CONTROL OF DUST DURING ALL PHASES OF THE WORK. T11E CONTRACTUR WILL BE HELD SOLELY RESPONISIBLE FOR ANIY DAIIAGE, IIICLUDING CROPS, IN THE VICIN- ITY OF THE PRUJECT RESULTING FROM WORK BEING CONDUCTED BY THE CONTRACTOR UNDER THIS C(MTRACT, GN-4 P1L.i,'E'1E'jT OF CULVERTS AND FINAL GRADING OF DITCHES WITH- °� L' : TS OF CONSTRUCTION SHALL BE SUCH THAT DRAINAGE PATTEf"11 AS EXISTED. PRIOR TO CONSTRUCTION IS NOT ALTERED, DITCHES SHALL BE RESTORED AS NEAR AS POSSIBLE TO OR16INAL LOCATION, CROSS SECTION AND PROFILE. SEE C1.12(7), GN-5 IN WITCH BETWEEN STATIONS 154+00 AND 207+001 SUBSEOWIT BACl:"JLL SHALL BE CLASS VIII EXCEPT THAT A MINIMUM.OF 90;' 0- ASTM D698 METHUD D 11AM MIUM DRY DENSITY SHALL BE ATTAINED AND SUCH THAT THE j'ABILITY OF THE RESTORED DITCH BANKS IS -ASSURED. GN-6 REMOVE, CLEAR AND DISPOSE OF ALL BUILDINGS AND MISCEL- LANEOUS DEBRIS FROM THE CONSTRUCTION AREA WHERE tNOTED. THE SITE SHALL BE GRADED AND LEFT IN CONDITION ACCEPTABLE TO THE ENGINEER AND PROPER OWNER, GNI-7 CONTRACTOR SHALL OBSERVE NECESSARY PRECAUTIONS TO PRO- TECT OLYMPIC PIPE LINE COMPANY'S HIGH PRESSURE OIL LINE ADJOININNG THE WESTERLY MARGIN OF PUGET SOUND POWER,AND LIGHT RIGHT OF N 0 T E S SPECIAL CONSTRUCTION NOTES - SECTION 1 Sd-1 COMIIIIATIOd ACID SUBMITTAL TO PU6.ET SM POWER ARID LI60T OF SCEt1ULE AND DETAILS OF CONSTWI(M (SEE G1.21) BETbIEU STATIO0 16+10 A& 23+30 &PLL BE THE FIRST ORDER JF WMS SN-2 FROM STATIONS 73+50 TO *�;, EXCEPT IN ROAD AREAS, SUBSEQUENT BACKFILL SHALL BE CLASS VIIi SNN-3 HOUSE 101M SHALL. BE TEMPORARILY NOVO AND SET UP WITH- IN CONSTRUCTION EASEMENT IN A MANNER ACCEPTABLE TO THE ENGINEER WITHIN 3 WEEKS OF DATE OF NOTIFICATION BY ENGINEER. S14-4 HOUSE 101511 SHALL BE DEMOLISHED AND CLEANUP ACCOMPLISHED WITHIN 3 WEEKS OF DATE OF NOTIFICATION TO DO SO. SNN-5 BETWEEN STATIONS 5+00 AND 9+00 THE CONTRACTOR SHALL CONFINE HIS OPERATIONS SUCH THAT MINIMUM DISTURBANCE AND IMPACT ARE IMPARTED TO THE AREA, SPECIAL CONSTRUCTION NOTES - SECTIC!! 2 SN4 PPAN IL AOTIFICATION TO THE TRASPORT STORAGE " DISTRIjVJTI0d C1lMpAdY 2 IIEUS PRIOR TO C0d- STRUCTIJ4 ;ACROSS TdE DRIVEWAYS AT STATIONS 163 + 00 AAA 161 + 00. COdSTRU%TI03 ACR04S kiv RESTURATIJd 1F LATE DRIVEWAY S44LZ 8k �iCHEJULEL SUCJ THAT X OR THE JT4R :S AVAILABLE FOR I1dRESTRICTED USE AT ALL TIMES. w Siff -GA PNVI►IG PLAIT FVR 74TIl riVFJ&E SWTh I uILATLS u.1-' ASPHiALTIC COICHLTE PAVING, U.3U' CRi;ahEL SURFAChiG TuP CUUKSL tliili J.55' GkAVEL LASE, MUNICIPALITY 0 ,/ METROPOLITAN SEATTLE P�1'dt/wl•� RECOSMIRENofO C / / A►w.ovEo AVPROvED AF::ovED :CALF Maro"Iten E"W"rs Proper E"nsor bpewta++ Eng�ns.rs Chief Engi -MNroOWitan E s For UP no Upn EngineMs Tor Mvn,c,pa,ry� eron >eorrie NONE ll''IIIIIfI'Ii li`'I'''i'i'I'Gi'j'I'III'iii;3liIII111I TJill 1II1 1 1 1 1 11 111' I I'I'I'jIIII'6, III t1-�--I-tI I t � LI sI QI I►I ¢I ZirJIIIIIIII 1I,,I (III II11 Uli Till sill .Ill (III illl llll llll IIIIIIIIIIIIII IIII�III! II II!I, fill Illii,;ll li,l;li (III (III illl III!,! I� SPECIAL CONSTRUCTION NOTES - SECTIO►I 3 ALL WORK Id DRIVEWAY AREAS Od 72m AVENUE SN-7 WA SMALL BE ACCONPLISIdEu IETIRtd 6:00 PM SATURMY AID 60 AN NUDAY OdLY. DRIVEWAYS SMALL BE fE.ADY FOR L ESTRICTED USE BY 6:00 AM Od IRMIMY AND MAIdTAIAED UNTIL FINAL WTORATION IS COMPLETE. SN-8 PROVIDE PLUft GGED, . FUTURE 8" SIDE SEWER CONNECTIONS WITH- IK 6' OF THE FOLLOWING STATIONS AS PER DWG 5: STA/OFFSET STA/OFFSET STA/OFFSET 217+27 S 264+64 W 311+02 S 2704% W 311�+00, E 275+24 W 318+70 232+57 W 285+21 W 324+50 N 237+87 W 291+32 W 327+00 S 243+11 W 297+62 N 330+50 W 248+27 W 301+72 N 335+30 U 253+42 W 306+27 NN 340+10 W 258+86 W 309+65 S 344+90 W SN-9 LOCATIONN OF FUTURE SIDE SEWER CONNECTIONS SHALL BE MARKED ON CENTERLINE BYA PRESSURE -TREATED 2 X 4 AND A 9-GAUGE GALVANIZED WIRE. (SEE DWG, 50N SN-11 ALL DISTURBED AREAS SHALL BE SEEDED OR RESTORED AS SPECIFIED IN C5.06 AND C1.12(5). SN-12 NEAR 312+75 CONTRACTOR SHALL (NOTIFY PACIFIC NORTHWEST BELL 10 DAYS PRIOR TO ANY WORK IN THE AREA. SNN-13 MANHOLE DROP CONNECTIONS FROMOR18-47 TO R18-78 SHALL TERMINATE WITH PLUG AT THE TOP OF THE 900 ELBOW,'. SN-14 PROVIDE iOTIFICATION TO THE CONVOY CQNPW THIRTY DAYS PRIOR TO INSTAL- LATIOII OF TEIPDMRY SECURITY KdCE. IESTORATIOdo IdMU1DId6 I MAL OF TENFORARY FENCE SIM11. BE COMPLETED WITNId 60 DAYS OF START OF COd- STRRlCTIOM ON PROPERTY. Sd-15 CASIAGS FOR TWO IIEWATtRIdG WELLS, IdSTALLEU AS DIiEiCTED WITH A NIAIM81Ml *X4 OF 40 FEET, SMALL BE LEFT ICI PLACE IN TIE VICUITY OF MI R'l H-73 AiIDI= N RnH-74. CUT OFF CASId6 60 BELAY 6RADE kW BACHI(FILL. d0TE: DWG 104-A SUPERSEDES DW6 104, 1om1 AS CONSTRUCTED MAY, 1977 f R2ISH_ R E NTO N AUBURN INTERCEPTOR DA-E AUG. 1974 SYSTEM CONSTRUCTION BENCH MARKS AND NOTES 8853819 DRAWING NUM9ER S»EET DUMBER 3 n. 37 4 of 23 0 so 0 N 0 4-0 DIA 0 tG. i- .� -. V _ I , 5'-4 METRO STANDARD LOCKING FRAME AND COVER CONCRETE AD- JUSTING BLOCKS ECCENTRIC CONE SEE DETAIL A/4 SEE NOTE 4 P PRECAST IS SECTIONS OR MORTAR MORTAR SHELF- (�i' IN 12' SEE DETAI L A/4 PRECAST BASE, OPTIONAL PRECAST BASE, OFnOkAL STANDARD TYPE A MANHOLE 8" TO 21" ( INCLUSIVE) 4'-0 DIA 6=0 DIA METRO STANDARD LOCKING FRAME AND COVER CONCRETE AD- JUSTING BLOCKS ECCENTRIC CONE PRECAST SECTIONS OR POURED IN PLACE PRECAST RE- DUCING SLAB SEE NOTE 4 PRECAST SECTIONS OR POURED IN PLACE MORTAR TYPICAL LATERAL CONNECTioN - CROWN ELEVATION SMALL MATCH THAT OF SEWER UNLESS OTHERWISE NOTED ' -MORTAR SL)PE !'SHEINI2' -'�.-- (TYPICAL) Z _ W 1 1 1 1 ' / ' C _Z 7'-10 m STANDARD TYPE B MANHOLE 24' TO 480 (INCLUSIVE) MORTAR PIPE INTO BELLS ALLRECAST BE INSTALLED BY BASE MANUFACTURER —7 re , , DEFLECTION ANsi,E (a) OFFSET W 210 20-3011' 310-4i 4e Um T"m W 0 0 0 0 350 TO < 550 3' 4' 3" 2" 55'. TO < 750 6" 8' 6" 4" AND LARM 100 12' ION 6" PLAN - TYPICAL CONNECTION DETAIL BELL CAST FOR FLEXIBLE RUBBER GASKET JOINT, TYP CENTER OF REMOVE TOP HALF OF EACH AM TO INSIDE CONTOUR OF MANHOLE AND PLASTER BROKEM EDGE SM M WITH MO11TM. TYPICAL OF ALL MANHOLES. i 4" FOR ADJUSTING BLOCKS 60 FOR RISERS *8 REINFORCING 12' BAR - GALVANIZED LEGS MAY BE PARALLEL OR RADIAL EXCEPT THAT ALL RUNGS SHALL BE SIMILAR IN ANY MANHOLE MANHOLE RUNG) - DETAIL 4 Joe BARREL OF MANHOLE 6; TYP 8" THICK SLAB WITH REINFORCING PLACED 2 CLEAR OF BOTTOM FAKE, MORTAR DAM INVERT TO USE ONLY WHEN AUTHORIZED BY SPRING LINE 2 THICK ----------------- ------ 24ENGINEER. NOTES REVERSE WYE -DROP I. WHERE CLEAR HEIGHT IS LESS THAN 7 FEET, MANHOLE SHALL or - PIPING TO BE SAME 2; TYP BE CONSTRUCTED AS DIRECTED BY ENGINEER. SSE EAS R I INTERCEPTED /zBA DIA RS 2. EXCEPT WHERE OTHERWISE NOTED , 4 FOOT DIAMETER RISER PROVIDE TANGENTIAL ENTRY MAY BE SUBSTITUTED WHERE CLEAR HEIGHT IS GREATER AIMING DOWNSTREAM - POUR 48" TO 24" REDUCING SLAB THAN 7 FEET, COMPACTED FILL OR GROOVE FOR 48 ORIGINAL GROUND MANHOLE SECTION 3. PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPAW 102 • 8* THICK SLAB WITH EXCEPT WHERE OTHERWISE NOTED, CONTRACTOR SHALL SUBMIT REINFORCING PLACED 2" DESIGN DRAWING FOR APPROVAL. 6" MINIMUM I CLEAR OF BOTTOM FACE j CONCRETE COVER �� / 4. ALL MANHOLE RISER JOINTS SHALL BE A RUBBER GASKET TYPE.' 7: j CT T� =27 y r + f DETAILS OF JOINT AND GASKET SHALL BE SUBMITTED TO THE wo MATCH CROWN OF SEWERUNLEENGINEER FOR APPROVAL PRIOR TO FABRICATION. SN— T OTHERWISE NOTED / �� T1 A PLACE APPROVED PLUG �+ FOR FUTURE DROP CONNECTION N �. r >:� o ... A MORTAR PIPE INTO a -- �_A-.------J' BARREL OF MANHOLE 24" s/s" DIA BARS %w DIA BARS a F..40 �! 2; TYP TYPICAL DROP CONNECTION 72" TO 24" REDUCING SLAB 72" TO 48" REDUCING SLAB AS CONSTRUCTED" YST 9 E' MAY, 1977 of s#rw D — __ METROPOLITAN ENGINEERS MUNICIPALITY Of2 METROPOLITAN S E AT T L E �.�E R218H _ AUBURN INTERCEPTOR 011.11rINa wYENEK RENTON m 4 o".Ww AS HILLBROWNA AND COLOWELL CK AN aA0 KRAMER ,Fral SYSTEM SANITARY SEWER MANHOLES taT Numea HILL AND INGM4N R W BECK 4N0 ASSOCIATES • +ovED AppQcvfD_ r munic� ;sortoo. NO SCALE DATE AUG.1974 4 a 37 suw„ r E o wE coll�,lE woE o r •..Rovco CaECKE 0 —' Owl [ - Mlny�bwN [• �.�e, EMwN -r E•s C+wE E - MN•orer+en E s Fa MN•aprIon Entvs For Mrrnc oolif� of Men opW�tom 8853819 �I ill ICI I�I I i ICI ICI ICI III Ili i�i ICI I�! ICI Ijl I�I Ij�I ICI I;I III ICI i4�f � 5 L -61 air - i 0 L 8 4 1 L WJ.I !IIII"! !Illlllll IIIIIIIII IIIIIIIN IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII I!!'I!I!'i:!Ililll' IIII!il llillillil,!!!III!II IIIIII'!�I '!iil!I) 5 of 23 u ADD OUTSIDE CAGE OF REINFORCING EACH END SET OF REINFORCING - SEE SCHEDULE-\ 5 A 7 t lzz BOTTOM PLAN 0 FLEXIBLE JOINT - SEE DETAIL E/7 ADD 2-*5 x 5' (TYPICAL 2 P ADD 2-*5 HOOPS AT EACH END r M TYPICAL ANGLE STRUCTURE AND MANHOLE (ALL PRE -CAST AT ASSOC. PIPE CO.) ANGLE STRUCTURE AND MANHOLE SCHEDULE SIZE OF RCP DEFLECnON ANGLE 0 MANHOLE "e � WITH " RIACC SE T REINF SE75 T REINF SETS 72" 1.D. AND 78" 1. D. LESS THAN W 3'-0 7 4'-O 8 350 TO < 520 W-0 8 51-0 9 5r TO < 65° 4'-0 a 6'-0 10 Gw TD < 82° 5'-0 9 6'-0 -to 8r 4 LARGER 6'-0 10 71-0 12 4 0 12" E.F., YPICAL ADD 4-*5 x 6'-O CTR AT 48" RISER ADD 4 -*8 x 8'-0 CTR AT 72" RISER TOP PLAN ADD 2- *5 x 5'-O T E B AT 46" RISER AND 2-*5 x 7'-O T 4 B AT 72" RISER, TYPICAL 2 PLACES 48" I.D. RISER FOR STD AND 72" I.D. RISER FOR ACCESS MANHOLES. 72" SHOWN (TOP REMOVED). ADD 1-*9 BOTTOM EACH SIDE OF RISER METRO STANDARD FRAME AND COVER W ADJUSTING BLOCKS O (SEE D" 4) Z 72"x 24" REDUCING SLAB W N 72" PRECAST RISER (SEE NOTE 4 DWG 4) NOTES: 72" DIA RISER ACCESS MANHOLE SHOWN, FOR 48" DIA RISER REFER 70 TYPE A MANHOLE ON DWG 4 M.H'S. R 18 H - 10 4 48 : 120 " 0 x W HIGH BASE SECTION E 72010 RISER. M.H.'S. R18H-281 55; 96"Ox 91HIGH BA5E SECTION#TZ"O HI:,ER M LOAD RCP RCP FORCES ACTING ON SIDE FORCES ACTING ON BOTTOM I.D. TYPE M-KIP FT N-KIPS M-KIP FT N-KIP S 72" M 92 — 9.2 11.3 9.1 0 " -- 72" MIO2 --10.2 12.6 10.1 O 72" M 106 —10.6 13.1 105 O 7e M118 —11.3 14.6 11,7 O 72" M135 -13.5 16.7 13.4 O NOTES: 1. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN IN ACCORDANCE WITH A.C.I. CODE. 2. LOAD FACTOR K = 1.8 3. ♦ M DENOTES TENSION ON INSIDE FACE. 4. ; N DENOTES AXIAL COMPRESSION. S. fc = 4000 PSI MINIMUM AND 6000 PSI MAXIMUM. 6. fy s 40,000 PSI 7. STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR. S. EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 9, CROWN OF PIPE SHALL HAVE THE SAME AMOUNT OF REINFORCEMENT AS THE INVERT, IQ CIRCUMFERENTIAL STEEL SHALL HAVE A MINIMUM COVER OF I*. 11. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE -STEEL IS USED, d USED IN DESIGN COMPUTATIONS SHALL BE THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP. 12. Pu SHALL NOT EXCEED Pb AS COMPUTED BY THE A.C.I. CODE. I& ♦ AS DEFINED BY PAR. 1900, ACI 318-63 SHALL EQUAL 1.0 O 9 GA GALV. WIRE -- 2" x 4' x 1'-0 LONG - - INTERCEPTOR SEWER -PRESSURE TREATED 2"x 4' PAINTED TRAFFIC YELLOW(WITH DEPTH TO SIDE SEWER STENCILLED BLACK) -- EXIST GRADE -- -- PLUG FOR CLEAN -OUT �; Y� � ..� -LOLL-- CONNECTION BY OTHERS i-,ary e G" MINIMUM MORTAR COVER 8" DIA CONIC PIPE TYPICAL TYP -' 2' -9 SECTION TYPwas,115�� rO � Z SECTION 5 SPECIAL SIDE SEWER CONNECTION - DETAIL �,° o� �F� �o AS CONSTRUCTED" Fs01VA 'a��.� ONAI. �- MAY, 1977 AUBURN INTERCEPTOR DRA*'tir, NumW R wcc nr E T R O P :: L T A v ENGINEERS MUNICIPALITY 0 F' M E T R O P O L I T A N S E A T T L E , t _.R218H .. _ RENTON TYPICAL ANGLE STRUCTURES, MANHOLES T 5 UR..wti 4 pCNti ANC A, rVhE CARE � ANO KRAMERN BLAYLOCK M A �.r n . �.eL-...RCiGMMENDEC ��/ AVGRpV / :� =/� _ AVVNQvtt1. ___—. �_—__ 4.C-a�lv SYSTEMAN .�nns R w 9EC�. aND ASSOC�A'E� Lf„„ Eo;� Er,Iry_ NONE AUG. 1974 s EE uMeEC•NECKEUWS?SZ''0�s. E^ ^er Mere acee., v, - - -J77 AND M LOAD RCP 5 37 9 9 9" c�e�.� tnq�n�u flAt�ropoi,rpn Engm�lrs Cmet enq�n r-MerrODW�rpn EnQ�net,s �Or Mtirpppl�ron E'rgrnlers roe Mur��c,,^e�'r of Me�•��o �eu��,,;;,-• _ LOLL- - - -'- v� ---- 88538/9 11 211 4 5 6 S [ t^ [II [It of 6 tr L 9 is 6 of 23 A SET OF 4 GROUT HOLES SHALL BE PROVIDED AT 5'-0 O.C. FOR GROUTING OUTSI Dt OF PI P� IJACKED RCP- SE SPECIFICATIONS �4 ANCHOR BOLTS AT 18" O.C. AFTER PIPE IS JACKED IN PLACE, GROUTING THROUGH ALL GROUT ..-• -- -- ----I1RED. ALTERNAT E 1 iV2" MIN DIA HOLE (TYP) JACKED PIPE AS REQUIRED 8" MIN !j" STIFFENER PLATE AT 18" O.C. %" ANNULAR BEARING -� CASING PIPE SHALL BE AS REOID CASING PIPE I.D.= BY PERMIT REQUIREMENTS OR RCP O.D. * 14" MIN CONTRACTOR'S METHOD OF OPER- ATION, WHICHEVER RESULTS IN 1 THE HEAVIER SECTION. PROVIDE " DIA PIPE NIPPLES SIMILAR TO THOSE IN DETAIL " FOR LUSRI- CATION OF OUTSIDE OF CASING PIPE WITH DENTONITE SLURRY.. r y _ CARRIER PIPE - ALTERNATE 2 SECTION - DETAIL A VAR —CIRCULAR CUTTING HEAD —Vim MINIMUM —W DIA FLAT HEAD CAPSCREW CA 18.0.C. FOR GROUT HOLE LOCATIONS AND GROUTING OUTSIDE OF CASING PIPE, SEE ALTERNATE 1 FILL WITH GROUT AFTER PIPE HAS BEEN PLACED FILL WITH GROUT AFTER PIPE HAS BEEN PLACED CONTINUOUS GREASED SKIDS - CREOSOTED DOUGLAS FIR CONTINUOUS GREASED SKIDS CREOSOTED DOUGLAS FIR ASBESTOS MILLBOARD FOR JACKED SECTION ONLY, TYPICAL, PROVIDE EQUAL BEARING ON BELL AND SPIGOT ENDS 2" DIA PIPE AT IS" O.C. WITH NIPPLE FOR LUBRICATING OUTSIDE OF PIPE, LUBRICATE J WITH BENTONITE SLURRY SUGGESTED CUTTING HEAD FOR JACKED PIPE TUNNELED OR JACKED SECTION 3 -*4 — 3-*4 HOOPS DETAIL e VAR I'- ONE PIPE LENGTH END OF CASING AND PIPE JOINT > >. 1 1 1 , I , 1 , 1 1 1 1 i 1 , 1 1 1 � 1 1 1 I I ' ' 1 4 - *5 x 3'-0 *4 a012"EF TYPICAL JOINT FOR JACKED PIPE TUNNELED OR JACKED TO TRENCH TRANSITION- DETA wwG_ METROPCLITAN ENGINEERc- 1)"Au BLAYLOCK BROWN AND "ALbAFL CARE Y AN,, KRAMER CrrECKED WWG "IL_ AND Iti;;MAN R W BECK tANp ASSOCIATES SVBMITTEO --- -- _ _ - Despn E nq,nter -Met DETAIL VAR TRANSITION CLOSURE UI RED, SEE *4 na 12' *8Q12 SECTION I 6 TUNNEL SUPPORT SYSTEM 1. RCP O.D. + 14" MIN _1 TUNNELED ALTERNATE DETAI L - CAS ING .....l..,TRUCTION JOINT MUNICIPALITY OF:; METROPOLITAN SEATTLE PE COMM[ IvOE D , �� . � % /- �'� t 9rneers Pro appppvtp [, v� APPROVED --- -- . __.._ nPvw . ^ let, En9'neer MehOpolAtYr En ,n . C'vE i LiL.a� p ee s Cnef Enq,nt r Merroper,ron Enq/Teers for Matropgnon, ,nears NONE ---- -- o, Mu„� ;-0aiov of Mrr, uuito-, olVr n! 1 Gi J 41 J; 8I VI 8�I il ; I11 IyI 16 W L 'V 4 r E z w, I 0 4"xV S2E LAGGING PLANKS OF — RIB SIZE W4 x 13 MINIMUM - CONSTRUCTION GRADE DOUGLAS SEE SPECIFICATIONS. FIR, 1500f PER W.C.L.A. GRADING RULES. PLANKS SHALL 13E 4" NOMINAL THICKNESS S4S. - - 3'-O DAMES STREET CARRIER PIPE \, 4'-O WILLIS STREET PROVIDE A SET OF FOUR 11/'20 (MIN) DIA HOLES AT 8'-0 O.C. FOR GROUTING BETWEEN THE CONSTRUCTION LINING AND GROUND. HOLE DEPTH SHALL BE SUFFICIENT TO PENETRATE THROUGH ANY PREVIOUS GROUTING TO THE GROUND. SECTION 02 6 , GE'jk F. �O o` ,F ,r o AS CONSTRUCTED SCISTEsill MAY. 1977 /0NAL ENS' R 218 H AUBURN INTERCEPTOR ORnw'NG v MeE A - RENTON AUG 1974 SYSTEM TYPICAL JACKED OR TUNNEL DETAILS SHEEt ItMaEP 88S 38/9 7 GENERAL STRUCTURAL NOTES GENERAL G1 nE, TI!E "!OTES AiID PEETAILS 0!! THIS SHEET ARE GEJEPAL AND APPLY TO 'Iii, C;:TIRE PkOJECT LA%,LPT 1,HERE THERE ARE SPECIFIC I,01CATIOAS To T!" __ COiiTRARY. G2 APPLICABLE SPEC r . Mill CODES. CNISTi;;' : i ! ABC, - IFICATi(1�S t CTIO"1 SHALL � ,�.t,(,!tliN+ICt WITH THE LATEST EDITI044 OF THE UAIFORM BUILDIZ CODE EXCEPT WHERE Ct;; "Pl_ICABLE CODES, THE FOLLOWING :TOTES OR DRAWINGS ARE MORE RESTRICTIVE. 6 ALTERNATIVE DESI &S. THE STRUCTURAL SYSTEMS U DETAILS i1,i THESE PLAIDS ARE THE PRIORITY DESIGN; HOWEVER, ALTEZi:ATIVE SYSTEMS A,iJ DETAILS MAY 'IL USE:: IF THL CONTRACIOR SUBMITS PLAIDS WITH SUbSi',,TIATI,i6 CALCULATIOtiS Ar(D TEST DATA TiIAl '.CCEPTED'BY THE ENGINEER. COi+SYK CT LaAl STRUCTURES HAVE BETA DES I G+;ED FCR OPERAT I JAAL LOADS ON THE CO',PLETED STRUCTURES; DURI::j (.,),,S1RUCT IJi;, THE STRUCTURES SHALL BE PROTECTED BY BRACI IG AAD BALAJCL;G ►4hEREVER EXCESSIVE C0•IST RUCTI0J LOADS MAY OCCUR. W i—ADD BARS EQUIVALENT TO REINFORCING CUT AT OPENING - #5 TOP AND BOTTOM MINIMUM NOTES RE I NFORCEPIL.11' I,� OTHL" D I RLCT I O+i AO T 3 SI10t1r11, BbT SHALL BE TRLATED I �i THE SAIIE f +HAIRIER AS BARS SHOWN. FOR C I K'CULAR OPE:1- Iri6, W=JIAi'1LTER. 2-p ALL OPEcI I NGS LARGERI NAA 1; I ACHLS I r; Ai;Y D I RCCT 10;: SHALL CO►'I FORri TO DETAILS A AA — 1 ' D, J1ti'G , 7 L g5 x 4'- 0 TOP AND BOT TOM EACH CORNER ADDED REINFORCING AT SLAB OPENING A VA R TYP i - 5 EACH FACE UNLESS OTHERWISE NOTED TYP -- — -- r i - 5 EACH FACE UNLESS OTHERWISE NOTED TYP. •` x 4'-O EACH FACE rc' EACH CORNER </ ADDED REINFORCING AT WALL OPENINGS B VAR STEEL 24 DIAS OR 24 DIAS 24 DIAS STi CODES ,iris SPECIFI .A.10.JS. STEEL CO[IST„IICTIt):I S;IALL CONFORM TO THE SPLCIFIGATIJ,iS A,iJ 2!-0 MIN � i � ST4,�t)AaZLS AS COiITAI�ItD Iir THE LATEST EJITIO`V OF TNL RISC STC�=L f;:'.;SIRUCTIOiI f+A;IUAL, ST2 i1ATERIAL. ALL STRUCTURAL SHAPES, BA , p °.' : - °S PLATS AND SHEETS Iii�7ICATL� :�;, THE DRAWINGS S!!:.: +- n o tsE SlrEL riEETING ASTMI A—jC SPECIFICATIO;IS. TREAT THIS AREA �•� : =-=": C J • O - l ST3 j,;6. ALL ''i L;; ,rG SHALL i C.,'F;',;;I BETWEEN RE- STL _ I TO A t� S. CODE FOR ARC A�lu GNP .r._+_:I,t� Ire �UILDInG s ~ WITH A RETARDANT a , COiiSTRUCTIOiI. r - T ,�I y ( ° . �� . . O ��tLDERS SHA,t_+ 1. „TIFIC�, 3Y THE CITY OF SvatTLF bk_I1.UI,iu DLPArtII`iLr�i o 0 0_LIN DR APPROVE: EQUIVALENT c: D �� J WALL NOT SUBJECT IS ST4 EI'ICASED STEEL. STEEL COMPLETELY ENCASED IN CnNCRETE SHALL NOT BE GALVANIZED OR PAINTED A o TO BENDING AND SHALL HAVE A CLEAN SURFACE FOR BONDING I;IT!i rDNCIRETE WHEN IT IS CAST VERTICAL HORIZONTAL TYPICAL CONSTRUCTION JOINT REINFORCING AT WALL INTERSECTION D VAR VA R ALUMINUM AI SPECIFICATIU«S A:D CJJES. ALUMINUM COdSTRUCTION SHALL BE IN ACCORDANCE WITH ASCU') 6"MIN. BUT NOT LESS THAN 18"MAX 12"MIN SPECIFICATIONS FOR STRUCTURES OF ALUMIAUM ALLOW 606146, GASKET SPIGOT LENGTH PLUS Z" ——� PRECAST BULKHEAD J ... SIZED JOINT SLEEVE.C14 MIN THK) �� - •! 6" CLEAN AND COAT EXPOSED FACE WITH co Z/ ; o - . •TWO COffS OF COAL TAR EPDXY IRMIN COIATIN6 PITT CHEM - NOT TO EXCEED 12' O ' CONCRETE — - II _ - OR 1NERTOL PDXITAR 15 MIL MIN THK �, e •. 3 " tI I ice" VARIES i2" Ci r Ii � ASPHALT IMPREGNATED 11 I �__ _-. APPLICABLE � - CODE. COiCRLTE CO�ISTRUCTIOi SHALL CO;JFCRl1 TO THE LATEST EDITIJ,i ACI I� - PREMOLDED JOINT FIL_L.ER I� I � 44�12'ALL BU I Li) I;iG CONE (ACI 313) AROUND +-*5 HOOPS @!2' C2 REE-STL DETAILS. E ALL litTAILI,IG FABRICATION A:1D ERcCTI0i1 OF REI�dFOR£I;IG BARS, U;iLcSS i1 FIELD 4PPLIEO MORTAR OTNER;JISt :TOTED, SHALL BE Ire - II _ TO SPRINGLINE -f+I-- C0 f G ACCORDA&E WITH MAUAL OF STA;-DARD PRACTICE FOR DETAILI 16 t� I REINFORCED COiiCRL-TE STRUCTURES ACI-315 LATEST EDITION. - _ � . --- �. • - �•_ ,.,o , C' DES I G►� STRESSESX J A. PRECAST COdCRETE 5, OO4.PS I ULT I FIATt C0'1PRESS I VE STRESS AT 208 DAYS, EXCEPT AS IiOTtJ , a : �� . p • � G 5 HOOPS @ 6"- *4 @i2' STRUT AS REQUIRED i;. TREhI•E CONCRETE SEE SPECIFICATIONS. _ - -� TO SECURE BULKHEAD - '1v- C. CAST -III -PLACE CGi1CRETE - 3,000 PSI ULTIMAT�c COMPRESSIVE STRESS AT 2u DAYS. 2 - *5 HOOPS `3" x 5/!6 STIFFENER RING 2 •1"5 HOOPS IN POSITION li. REIiiFORCIiIG STEEL TEJSIO;I DUE TO FLEXURE, I11TERMIEDIATE GRADE - 20,JO0 PSI. STEEL JOINT RING CAST IN BELL CLOSURE C4 COi-;CRLTE COVER. CONCRETE COVER FOR REIiSFORCI,iG BARS SHALL BE AS SPECIFIED ON THE E VAR TEMPORARY BULKHEAD vAR DRA'WIdGS. COVER iiOT SPECIFIED SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR FLEXIBLE JOINT AT STUCTURE vAR DIAMETER: TYPICAL RCP NOTES A. COriCRETE CAST AGAIi!ST GnOUND - 3" — a a PRESSURE GRADE 1�,.:.LPT ►,tirl�E .:ECESSARY FOR CfA,iUt I.; ALIG:►'I�iT, J�I::T 1 CONTACT WITH SEWAGE - 2-1/2" _ P = I.D. IN FEET x 4000 LBs � IGAS � B. CO+iCRETE TO BE I. CONTACT LOADING BLOCK —, ''� '° � " • ' • ' ' '' � � C. COdRETE Oly EXTERIOR FACE OF EXTERIOR WALL - 2" `I`.,y ;,A . =� 6APS �XCLE I.IG ;/:. IaCN WILL ;TOT k CCLPT`J. IF D. CO!ICP%ETE TO BE L,; CONTACT WITH GROUND, WEATHER OR CLEAR WATER - 2 : ^ � Pi.. `J �Y THE r_ :l:I;,F_r_►c, T ' Cr..,T{'�,�Tl,., ; J1Y f;14►:LC� r , 7 .� _iLFECTI` L JJ'.4T �Y rwJ;;STI.1G f R 11P OS I T IOiiI•i�; THE Cj DOWELS. REIaFORCIAG i;ARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS � ., INSIDE OF � NON -SHRINK DRY PACK 41 TH WHICH THEY ARE LA PED. - - - - RCP SEE TYPICAL RCP NOTE 3 Jr g•� - -- - - - - 60' \ e : w+�tkt IOI:� TS AKL F`ULLty rt,r� C:, stS I:� aL I !i:I� it,;T ;;S L' BA SPLICES. ALL BAR SPLICES SHALL DL LAPPED AT LEAST 2LI BAR JIAt�ETERS. TdE LEitGTH J I,iJICiiTEi1 O:i THE °L<LI r,ii:; PROrIIt, SAPS LXC�Giil,;u OF 1 AP SPt ICF (IF BARS OF I)IFFFRE T DIAMFTFRS SHAI l BF ' ASI-1) Doi THE: 1-ARGVR DIAMFTFR, I JOINT FILL BAR SPLICES V( ALSO BE MADE BY WELDIAG Ili ACCOP%DAtiCL WITH THE SPECIFICATIONS. " � VAR 1-1/hCH OR THE. "A" jI+It,iS[!,, MINUS 1/4-INCH Wit I CiiEVER IS S; IALLf:R, SHALL JL F I LLE ' AS SHUW. i . C7 STAJDARD HOOKS. BARS EIDI� 13 I;,' RIGHT AAGL"L BE'IDS OR HOOKS SHALL CONFORM TO THE REQUIRE- _. _ o „ T + �� :_ L r__.._ ;, k 1J, MEATS OF SECTION 7.1, ACI 3�.C. - I 4 A =i 8 MIN _+ �_ - �2 - 5� H.+Y Jjl,,T 11HLRE LLAiv'�:;L ��C��LS i,:L nLL" �::,"LE S+iA' L SEE NOTES - - . I F I I LF i� AS ShO�h:l CS CHANFERS, EXCEPT AS OTHERWISE REQUIRED, EXPOSE) CONCRETE CORKRS AND EDGES SHALL HAVE , �\ JOI,iT Q'PS TO `E FILL' SH1 LL JL SAi%- LIlJ1 ! '/ "' CHAMFERS. RE-ElITRANT CORAERS SHALL HOT HAVE FILLETS. � p I �• � � , �, BLOCK L--- _ �I +�JVL ,LL LAITA,4CL 'RIUrt TO F' + C., CONSTRUCTION JOI►►TS. LOCATIOii OF ALL CO,;STRUCTIOA JOINTS SHALL HAVE THE APPROVAL OF —SUPPORT PVC WATERSTOPS SHALL BE PROVIDED IN THE COS - R F. TFic E_�iGIr1EER. I;l WATERTIGHT STRUCTURES, P : - N% STRUCTI0:1 JO LiTS . CONSTRUCTION JOINTS SHALL BE AS DETAILED OA THE DRAW, I NGS. .Q x 0 "°S"�s<<o N a �0 MIN 1 LAYING TOLERANCE SEE h JOINT SHEAR TEST H 7/6 MAXJ TYPICAL RCP NOTES VAR TYPICAL RCP K rrAs CONSTRUCTED AYS 9 ACTED" C JOINT vAR / sTER �� MAL EN DEs,oNEo_WGra ME TRGPOL!TAN ENGINEERS MUNICIPALITY 0 METROPOLITAN S E AT T L E R218H AUBURN INTERCEPTOR DR.w.N� NUMBER DQrA%v% _ GB BROWN AND CALDWELL CAREY AND KRAMER �<f. ._. _—_ R ENTON GENERAL STRUCTURAL NOTES, 7 s`QrE SY ST E M suBM,TrEp AECOMMENOEO ��- •vvgpvEO •PokOvED r _ nP7,m NO SCALE DETAILS AND TYPICAL RCP DETAILS 7 ET NLM37 cHEcrtEo G HI�i. AND +NGMA,, R W BECK AND A$$OCrATES __ `19 p"apn Engineer -Mevov o^ E^q,rwrs ProNcr E^,,nKr rropW.ro^ E^Or^ear Chief E in .-MerroOorfton ,nlNs For M"rroOONrorr E�t"n rc, M�n•cy of MerroOonran ;eor+:e L'�TE - — — O` — l [ l (N[ 16 N rL 9 88538/2 8 of 23 a 5EE NO TE 1 ROAD RES TO RA TIO N WHER REG't U/RED - ,SEE T yR SEC 11F ni 11 i1f-lli_111� 2 S/DE SLOPES TO BE DETERM/NEO BY _''-i't' 11 CONTRACTOR W=11I41V=. a -- a o 2 a ". da .o 2 = O M/N E T/O Al ' mf UNLESS OTHERWISE NOTED SUBSEQUENT BACKFILL SMALL BE CLASS ZZ UNDER PAVED AREAS, CLASS -W UNDER UNPAVED ROADS AND ROAD SHOULDERS, ANO CLASS = ELSEWHERE. SEE NO re 4 SIDE SLOPES TO BE DETERMINED BY CONTRACTOR INITIAL BACKF/LL SHALL BE CLASS $ UNLESS OTHERWISE NOTED BEDDING SHALL BE /000 P$I CONCRETE UNLESS OTHEIN/5E NO TED H-DEPTH OF EXCA VA T/ON BELOW BEDDING AS SHOWN ON PROF/LE, CLASS g BACKF/L.L EXCEPT TyPE 44 MATER/AL SHALL BE USED TYPICAL UNRESTRICTED TRENCH SECTION ROAD RESTORAT/ON WHERE REQUIRED - SEE TYP. SECTION �EI►� UNLESS OTHERWISE NOTED =u _01�I�I SUBSEQUENT BACKF'/L L SHALL BE =� Ius"1 CLASS IZ' UNDER PAVED AREA S, Hal" CLASS RZ UNDER UNPAVED ROADS -aN1- =111 AND ROAD SHOULDERS, AND TRENCH SUPPOR T CLASS = EL SENVHERE. SYSTEM WHERE SEE NOTE 4 IVECESS04 RY VINITIAL SACKFILL SHALL BE NOTEDYI UAIL ESS OTNERrN/SE BEDDING SHALL BE /O oa P s/ CONCRETE UN�.ESS OTNERW/SE NOTED OF EXCAVgT/OAl ,BELOW BEDDING AS S/40WAI ON PROFILE. BOND BREAKER CLASS X SACKFILL EXCEPT TYPE M MATERIAL. S.HA L L BE USED O.O.+ 2=0 M/N. 1 _ , 7'OE PENETRATION AS NECES'SAR✓ + O.D. + 4- Co M.ax. TO SU/T GROUND CONDITIONS r- TYPICAL VERTICAL TRENCH SECTION SUBSEQUENT ,BACKF/LL SHALL BE CLASS = — SEE NO T E ROAD RESTORATION WHERE REQUIRED SEE TYPICAL SECT/ON !�INIIIJtlIIN{il]llNlt'� � 111� I � rl + I - - lll Ip = rll r 1 i1" u� �• / •0.s2=0441V. O. D. + 3=6 MAX. 1 UNLESS OTHERWISE NOTED SUBSEQUENT BA CK F/ L L SHALL BE CLASS JZ UNDER PAVED AREAS, CLASS ZT { UNDER UNPA VED ROADS AND ROAD SHOULDERS AND CL ASS Zr ELSEWHERE. SEE NOTE 4 JIT/AL SACKFILL SHALL. E CLASS _Zr UNLESS TNERWISE NOTED )TO AT -, F Tn^ ,!i .F TF rTIr}."i i PF^f;TiC''J`: nr,n T 1�-,nrj r"TV r r_ T T't "AV t a •� TI :l�� , .' .. .:'IF 1 1 1- �. , i,i. I A,jj4 �. J; D�'rla� TwE �,_:.T1C;4` ,, ` r `4 i—L L E ( r." I rI,_.. rV :iE k -�, `! .,'L J h _ -� �s ITECT]nIJ �= t1T� lArEr,, opr�acaTt a�;� Dn�,,, •'T- 4 `yt •! I?f' Tr'.��JI !1 j "CFI,}tJl�f!T K/,♦r✓- T� - 1 T +AS_ ?E!`)�_ i RE'V,TS , ,,t,r . i; LA ;. EXISTING CONCRE ! E AKI t"P AET -P __ !11 RE. PRE -SA► I' rl,�: I.ff I-, I;J I.Ij T � �� ASDH� , .-,�• r. rT4 - •, ,� !'r`I I3TIIt6 EDD/NG SNA L L BE /000 PSI ;NCRETE 4I/V4E55 OTHERWISE �OTED DEPTH OF EXCAVATION EL OH/ BEDDING AS SHOWN V PROF/LE. CLASS g BACKFILL EXCEPT TYPE M MATERIAL SHALL BE USEO TYPICAL SEMI -CONFINED TRENCH SECTION EXISTING STREET .SAWCL/T OR 1"OVERLAY OPT/ON- SEE NOTE S Ss2.78% 7/ � I r �--2r� CLASS ,B ASPHAL. T/C CONCRETE PAVEMENT i 4rr M/Ne S/g �- CRUS,gE_0 ROCK L/MI T5 OF TRENCH CURB (WHERE EXCA VAT/ON EXISTING) --! INITIAL BACKF/ L L — z `r `^ SHA L L BE CLASS $ AII11► ) o WI � IBO - TYPE A MATERIAL REDOING -SEE SPECS. fj no 3 0~0 C . M. R SMOOTH BORE % j Q ? STORM DRAIN h P — II 0 "T Q 4( R 1 15 / ° Q :, � TRENCH SECTION 102 STA. 40+ 4 3 TO STA. 44 + 41 of<.[,NEcC-J6 METROPOLITAN ENGINEERS MUNICIPALITY OF, METROPOLITAN SEATTLE LAWN __QLu�QBROWN ANf) CaLLWE CARE r AND KRAMER CrtECtEO _�t!s _._ "sill ArVD INGMAN R W BECK AND ASSOCiA1E5 SuBMITtED 1_L�+l s ._ REC04AMENOEp ,�,t.c�.fr•._ / Oes,gn E^9,ne6, - Metropowon E11,netrs ar APPROVED {_!�_ APPRpvED --- `��:_._ Avcu0v1 [, a r V otecl Eng,ite,A 1Aetroponton Ena.neers Chet Engin r Met ��_ � NO SCALE Q 'Mt ;ton Enylnlerf for Metropod.ton E•,q,rKerI r�v Mun' GDOI.•y of Yler•,Jl'ChrO,: ., .,p i i 1 3 4: 5 _ 1 T 016 e� l i �j l Ih dl Is t is r T t III) 1 u II i R 218H [,p E AUG 1974 FOR BACKF/L L SEE TRENCH SEC T: ONS TYPICAL ROAD RESTORATION SECTION 2 VA R TYPE B - MINIMUM REQUIREMENTS -SEE NOTE 6 3N CLASS B ASPHALTIC CONCRE TE PAVING Err GRAVEL BASE FO R SA CKF/L L SEE 7RENCH SEC T/O NS PAVING RESTORATION SECTION 3 301 STA. 202 + 50t TO STA. 214+60 i SEE NOTE 6 �.... 1•ats"~e It AS CONSTRUCTED " MAY, 1977 RE NTON AUBURN INTERCEPTOR SYSTEM TYPICAL TRENCH SECTIONS AND RESTORATION DETAILS 88538/9 F. O r,acti, � rs, ,'Sr E s/ANAL E_NU pRAW %G MuM[if W S"FET�uMBER 8 37 9 Of 23 6 M. N. RIM ELEVATION SEE PROF/ [. E AfW. 7 W/C/K \0, VTCM BOT T< TYR BO RR Y SP.q L L A RNIOR IF AND TOE F I SIDES EX/S T/N G GRADE — -D/ TC'" " \ BOT TOM Y SPA L L 'A /NG — T YP ELEVATED M.H. R I M NO SCALE D/TCA,I RESTORAT/ON SEE GN 4. OW6.3 SLOPE' WALL D/REC T/ONS O'RO.y IK N. R/M 4 PL ACE ANO COMPACT AS CLASS ZW SACKF/L L DETAIL A VAR VAR/ES SUBSEQUENT SACKF/LL SEE GN S, OWG. 3 SEE TYPICAL UNR ES TR/C TED TRENCH SECT/ON, OWG. a OEL ETEO TYPICAL DITCH SECTON STA. 154+71 TO STA. 160 + 80 NO SCALE D/TCN RESTORAT/ON SEE GN 4 nwa 2 ✓QR/ES VARIES �-s'LJBSEQUENT BACKF/LL 1 SEE GN S, DWG. 3 SCA L)i: 1" = 5r" TYPICAL DITCH SECTON STA. 161 t64 TO STA. 207+ 00 DEL,ETE'O NO SCALE MLIROPOLITAN SEATTLEorf APPG Gaon E rgintt" s , p, Me�,opw.�on Engineer s � � � - AS NOTED n9 Mu .�ro� i Mvi Cpobfp.. ,Fr.•.,r 2iI 1 If: Z w, , SEE TYP/CAL a#vRESTR/C TFD TRENCH SECT/OA/, OW45. 8 rjR 218 H w Or" AUG 1974 RENTON SYSTEM "AS CONSTRUCTED" MAY, 1977 ._ AUBURN INTERCEPTOR { MISCELLANEOUS PLAN AND SECTIONS i 885 3819 DRAWING NuMHf 9 SHfET NVYeEF 37 \<= • I. 1 39.9 r _ C �► \ F 1,651,000 S E E G AV - 4 A4 4 1 A L 5'L/;1/ E P' ti OAT.4 ✓'"I - 0E✓IEWE4T ° . THE 41fL/N/CtoPA,� /T v —' PIN. 10 DAD p • - 4 / CONNEC T /O N ems. s Ao �-� ONTRA�'TQ�R A �,6 IO.P 394 ,9P �� • Y 12.2 <'• 42.6 _-------iM.l',! RiBN-¢3 MA/NTQ/'NuIL T/ES i Ta /?v SEAv/C'E j �5�• - /96*49.64 w ". E j PROP_ c�'07�NER 24 R � -,;Odd - A:' O?OP C04/'V �.4C� ES /EsN-4E 3 G STA _-I �E. M. H. iP/8H- 46 A// $/4. 59 KEh C ANO 8A/?8E0 rVIRE �TO�— << a ti L /M l'T E' 1, 6 SO, 6 3 �. 5 � • � t � SEE 3 Fp R •; �►'` v � :• r SEE DWv 309Cu% ° -SEE SN- 7, ON/G. ,3 FOR ~-` "� I� ti �° x ' l8 ° .� s' / > / • \ _ .2B .at �2.v TiMc ,t;��5"TR/CT/QN S!~ t'O�or !1 RESTJR.etT/C�/1/ , Wk / •`r . 14, 42 /� \ STA. PO * 9S. 42 rt Ilk T f Fes_ �1 j-' r 32 6/4. Go ` SEE 3qN-1, D�YI(,. • �� k .: = - 4, \ Se- 46'ST N/ ULVFRT� I ao \,• , �� E/,6 SOS 802. 50 90� A. �7 � ._ A A <? 3 / / B . �� ND 1,9 AIV4C, i 2.2 /2., li I� 11.9 �/ \ <<' S 9 / 10 -A Oro 9 - AN -- - G • t G C' R T �G s Z S\ 6 � _ -/ yam/ t` • e .Ii / U C. QF' t - , of 9c\� 2 ,O •: ��VV. / ��• •\Q R` U Tlffio 8 N/A TfR /f - 46 - 6 7 K T 3�i�. �1a� _ _ �� `� C� 9 . E N C 7`c ✓ ^ k. 0 3 6 3 O / J _ _ — -_ -. j60 3 `\ % 44 T J \may//_ 5 R< N � .• _-- - 7 /./4r� (� .�, _ • 9`'' A/�. 16,1 <• 5 16 6 /6.b .6 1 .6.: 16 0 39 B\,� • \\� �- .5�%�` .�\'- —. _ / G'r.) \• - SCAL = _ / S TA . t _ AL I° IOOI VERTICAL III- 10' S�—�32.224.63 i09'RT E /, 65/, 3251 83 ?NIAWA S A: J j" �- ,J SEE DWG.9 GN-S DuvG. SEE 6'EC7-/1n/ .318 rO#p PAVING RESTOR' T I A /4N In to rr) PROFILE /S ON 5•IDE \F ! o♦ �r a,ry tiSCCT.IOAI 4,. ^ tp '>Q SEMI- j _a 4r1 s 4 0• �, i , JAL' SLOPE OF Q/TCH Z 1i FrJ I� IN: co 0 /NV. 2- 2 4 CULL Z' Q 35.7 1!Q .r •;tKv) J I� D�j N,�'L •.,' 'v Q �\ �. R/M 4p /E;.w \� in / �a 1 h 'p �)tn`i -''N tC. t4,1�Ais O / ! J, ^ - � � .: � 'fM 40. �� -� � � ,. Z ' 7 � Q , - ?/rvJ ¢0. 7/ ,0110 W- OTHER iBOT EXISTING tw R'w O S D/ TCH ( ¢ rt �6 G \ 1 iQ"GiL i ,. C �.00075 uG�'647 /mv C ?. <�iC„ •. '/"' V. fw/ •,. fGNYr /p DATUM /VpTE- ELE•V. 0.0 tom'QUALS 47E4N SEA 4 _ V p: •I "� as . 3 i L T. i` n I a �' •i P 43.5 ._, .21, �'° CO/�,ST.4UCT� TEMPORARY. C. %✓f c- 4 •� C0N7III`/NL/0L/5 5ECUQI)`-11 i ' Al/-3 035.0I "1 1 3-STl1 20 6 DLO MUNICIPALITY OF METROPOLITAN cdc• �-RF.PAPED 6r THE OFFICE ',F H.G. CH` kE�'NG JR., CON <<.;:lih� PHOTOGRAMME TR; 51 !NC. EI GENE OREGON I /N✓.24..G' C<. tt •. �R F. ry/ LOWEST ALL0WA84 E RiM AS CONSTRUCTED x ELE1/ATiO/V -SEC DET, A19 " /<, MAY, 1977 Fss�',=\t' ANAL tH EAT T L E R218H RENTON AUBURN INTERCEPTOR SECTION 3 rT _ AS NOTED AUG 1974 SYSTEM STA.196+25 TO STA. 219 +00 01 2 T 37 1 2 31 5 G si ai s IN L 9 of 23 m I Ar. _ L,1;.. ` ... 1 "\ L.. bl N� -'T �• / ♦ '_' - _ .-.. ..av .tea•. _.,...- '�.w•- "pewees '!•! '!• ." a-. ,Ir:w• ` •�•� 1 Z`�w ' .4 r E� `` /P - OF F., r,; . ?E <9 "S. S CO^/N. E.4.5 T B S. S COwti. E�4S T { ,. _ ./ J;�.7,.b - CN4NNEL SEE TA.��`�(oO.Sc� T.:• , 9.64 ! !9 !f 6 Sf �d � a0 < . , I ' �,- _ /, ' .= / / I—/2"D.P0� C, v Tpi` EG. 3/. �i5 TOE EG 3?. / ♦ AZ S 5 i°-/ 1L" qw.- ,� I/6 S/°-/4=//"/r _ ' i rF -'- 46 f3 /5 B /� I� 17, 4. PP- _ e , • _;/7 44 •e S - 42 (� - 4 - - p p ---�_r.- _ _ - '� — • -_ _ _ .�® r....+�.�r- 1'• • _ — �I - • •• _• • •—�• • - ten_ - _ • •'-' _'._. _j"� __ .- --^'- - _ - __ - __:lR.--A • s8T3 • 4R • ') 42 /� • �n4 • 46 , .. .�S - - 2� F . _ _- _. i _ .-4.6 _ _-_ -�• _-___f ___—_' _ _ __ __ , r 1 / _ ¢4 4 • °O C[ EA�PE�/� 7 EE --4 - -- - —.- - — , ✓ 3B —.— _ - I 11 1 PIL NGS w \ ` _ v • v • i1^ n�E V • _ - __.-___- ✓ . / • �— y. i ! -------�- 4Q �Q O /:• ' I ? I _ 1 4Q _.._ 42 41 ___j T 5 f•F-1W-4.L--," -�= ` e�0. • 44 f 46_� T S3_ B 88 _ _ ^lam c �/ , .� B 9f�tt -- r -- _ _ _ i` /.. 1r 1 'V /J.//`�/G�� - .L 1!'ri Y+/ ��. , .0/J /� /T�/,' � ,06 �i309 ® / • /�i �/ I• �� /�- 14 �/ rV a: . 0 ®;0� J -•/� /l � az a. ! 19 /SV .S/ Zn7 ! aC F . OO• - _ ._ �. __. .__ - _ �/ w ♦ ♦ 1. - - a.7. _S� n00, /P/?OV/OE /2 OMOP CONN, PRO VIDE /2 DROP COMA/ 'I 2 ORO P COAM. `\ �. �y—__ ., / E SErv� 4 \ pi44J p AT EL 29.0 t'N (T�-•- STC-� EG. ?4. �4 — \ E- E ►1/. SEE S'/V - /3 1, _ --y-49 Al. Rl$W- O �A:.�9 M.H. 3 H• / • H �P t aI M.H.Ri2E?N 53 K= Sf STA1�.24? 3R .t?� ^f� �o, STA.25 �21.83.:.�T� RlQ ys`..5'1,i S -A e45*7.-4a�, �30 l oNSyy /O 626tis 2 °'/�� i�^ 96 5� I i - A/ e9,58 --'qd /7 E/,6 /,7/�.C4 - E/ 6�-/,'700. `/ < �5/ F7�.9VJ SE BRUSH 6 R EE •- ♦ ✓ . i,Q 1 0 ? 1 T n ^ � • - - u. ... �ii .nO j 1! . 4G J Q ✓ r �� ` ' �J. •J Y ' 4 r e�J. � C. �./� � We v % _.� ,� �' 1 .Qnlq- - i j —� j S 2 e- T // /� ` n Tie f 4 �, IV aC a02 ♦;,_ I ,w ��/S ra .L�1 I� i,' ��6.6 '? 1.7 ,gyp/./7t 2+��G...7. T� f/�/.�� ? ©� / _ v l� V f _ !, r' - Cf / 7. O �p TQP CL . 3/.. `-> ~ j t ,— S TA. Z t (c + 4 S ? :t >(,.;•. ._ / 1-� _- I 0 �cf,{,. h',, "I\ \ 86441 �j SCALE: HORIZONTAL 1"=100' VERTICAL ill= ins az T -- 7- M RCA rEXCEPT AS NO 7-E40 ) 5EC ONE//vE© T,Pe-Al C r• SE C N to r 1 h q iZACA,T Q ` i I -.. F . �,��_,._ �� c} 4 '•; 'tT• ;' �p • i;� r N i f NJ 71 to �/ ,t_� 1 i�ln h QI ?/:N 4D_%/_ Z „i i ��: �. • (I..� �_ Q 40 JO ire cis /c,7' ;o 0 /A/ V �?¢- 4 7 \ , O 4) 4 0 . Z.1 • 1� v v; �,Vl �L �i 40 30 /NV ='.4�3 in/ — I v _ .7_ — N_ 20 • J 1 LOWE T 4LLOLIVA8Lc i1/M EL_F'�A710A/- SCE DET. A19 AS CONSTRUCTED MAY, 1977 I o`Lo. MUNICIPALITY OF METROPOLITAN SEATTLE rl, , R218H RENTON AUBURN INTERCEPTOR SECTION 3 3 O 2 c✓ G STA. 219 +00 T O STA. 247+ 0 0 r i . AS NOTED AUG 1974 SYSTEM 28 37 PREPARFF P/ r"F ;)FFiI; rF N ,. u, u[�i nlc �o .n•ir. �r�•�. r�_., ,,.�r�aa. •.r ,.... � i•�� r�.rcu�c nocc•r. ei 1i 2i I 1 � 1 S!I 6I V ?.!I Ili 0I 'B w 5 6 R L y 19 8853819 /2 of 23 45, Qa - -- 43 4.a. .3 -- •�o .ar 43r ,. tl •z a •z - Jul 4 9 44 •9 1 C. 4f. ST. P. 4FL R. I 'An � 8015.5. DROP�cH�t .:c J. IDROP S. S. 44 .�L_ _- STA_ = OR 010 •C.�3A' N ., , p 44 9 STA, cti: 4F 46 53 ♦ 38 5 -.- • + P�#� £�i = 44=__==== 1 == $ ________ 2L 33.2a 'a �CJGET ,5'OUA190 R 4. i - r • `4z �• � SEES GN- 7, OWv. 3 TOP FL 30, 67-� 42 • 1 /L Li2IH.. - 40 426 dh 0989 /`- /7moO043 .6h/ . 2 .32 ®BQ4S l /7. 00.,IN ®B95 S/: /4 /5 vV PROV/DE 1� DROP CONN. EA5re,? /E'S'T '_PROVIDE /2 D�Of' CONK. SEE SN-/ 42 9 •] .z z 1. 5 435 450 ., , .2 6 ,2., .2 • .4C'C:•ES5 /V/. H. R/8/-1-55 R/8H-5339 M.H. k/8H-54 .01 STA.?S5 -96.43 v 5TA. 046 70.0/ 5TA.250*a5.0/ �I N/29.580.49 /V/IF91065.62 ryi� N/26, 552. 33 r I 6-46 S/, 677.99 4 E/, /165666. 46 E/,65"/, 654.96 1� h •26 4�2 •21 n1 �� 12\ AS &WILT 122 424 2 R. R • • . 44 •5 0 43 6 •3 3 41 2 5."• •' i • , •• A • 7 •/ 69 •- - •] a 04 5T VA TO EL 34• " so 5 .9 46 • /. 52 0 I M.4/NTA/N ONE-WAY rRAFF/C 42 6 - - [I ' I SEE C/. /.T Qa48 46 Fr OROP•.CON/V• •a, I' 472 Am _ _-_ 1tA�(. �- C Q,, 2 .5.2 _ _ _ . �-- - - - 42416• • •� t_ TOP Et 3/•.4=5 .•:_ „ : /e" QROP CNN EASEH U�•TS Tb3-- • `- 9 • z 5 •3 s n 44 .� e O _ IL q7 A -O - - O B98 4 " SI / -/5 Iry •] .• 2 A •] • A •3 PROVIDE S/OE •� M. A+. R / 3 H - 56 SEWER COW1. PRO ✓/ D E /2 STA . 261 f 7.3.4 3 (T yP.) SE E SN- 8, DROP cONN 1 N /2 7 977. 46 DWG. 3 uwG. S TOP EL 31, / E /, 6 5/, 6 57A. 264 * 65 /3 4315 ' . ] • 43 4 43 0 TOP EL' 33. 34 •l / FOR SEED1/VG Cr•% n r tI/ 7 ^► - /ST:lQ8ED At',..,- STA. * 5. ' 45 6U/L T_ I Q h II a \ AUBURN C/T2Y Ll SEE SN- II, DW6, 3 o O 56 RT. STA - 6 / ♦ 7�-O 2 o L/NITS 0 .3C p O 2 O' •� 9 •, a .. 0 42 2 42 42 42 • -a 3 •. 3 0 ♦2 •2.• J W •.. a • Ip a 0 / .. .. - v 4. C� cca V: • - 11 1 11 1 SCALE. HORIZONTAL I =100, VERTICAL I = 10 M.N. A?/6H-57 5TA. c'67+55. 02 42 1 N /2 7,,g3 96. 00, , 65/, 6219, 94 A5 DU/LT TA * 8 6 . 15 0.59 LT , ?� aSe*58 5TA. 268*•36. 54 $77.4.27296.54 N/27,315.00 �i •r:• .. ;E•Y65/11, 0. 75 E 65/, 6/O. e I Q h A.• EVILT AS JILT L'T O. 5 LT . y 1• volt 1• °t ♦• a] ' CHANNEL P-IS Los 7,1 M .PCP fill. to O I j� b h nhM O, fin Z 4. h �� f In IAiui 0\ In Cal Vi`l1p .. f incy h = �f;� i N 1� p .:j. +�; TEL . Cd.3L E ,cT Iry 50 �id1 N Q,.ry �IN�Q W. ) I � -STi1. 268 • // ��nti ZiQ� EL 39.43 R/M ¢ RIM 44./q - �� Z-to R/M 4S. 57 filth 6*.) RIM �n 4 .45 R M 45.8/ RIM 43. 6* 11 .. \ •.\ . /.Yil. \ /Ili \ / ✓ \ `\• `../. 01111117 t\• \4r . .X! 1� A Y� ; �t C, �_1DC ^y��iAitL 1 40 �\ � - Tt 5TA 267f6/ .� 1 ; BT. 7• ;i 4� P 97WEEN EL 45•0 47--- D3 -- 48"5D :TA 265*06 ` /.NV. 1346• 3Z Jo # S= O.000647 } I I /NY. 2 7. 46 3 G N V. t7� 6 . -, -- /N �! 6. 8 8 %N V. 2 7. / /,�V V. 7, , v�,R N`i� INV. 2 9 . 20 .., 2 6� it moo f 4; yc O a i o "AS CONSTRUCTED LowEST ALLOWA&LE RIM �sF�'Sfiea��`�� APR 1977 e-L E ✓A 7'/O A/ - SE-E DET A/ 9 S�pN /O /O 247 248 250 sl 254 256 4?58 260 2642 7C, 272 74 c��l� Nup �,, �� "�F F M U N I C I PA L I T Y O F M E T R O P O L I T A N SEATTLE R218H RENTON nuauRN INTERCEPTOR s�cT�oN 3 303 DLO � � ,� �, � � - - ,-- -- ---- - T- T-___-__ _ __ _ -.. i_ _ _ - _ STA. 247+00 TO ST/�.27400 CJG ``,. j✓� _ % L 1,/:a�.�,. /�S NOTED AUG 1974 SYSTEM +29 37 PREPARED BY THE OFFICE riF H.G. CH'CKER NG jR., CONSULTING PHOTOGRAMMETRIST !NC. EUGENE, OREGON 1 2 3' I 1 4; 51 6 S'I Vl £i m [Tl (M1 16 w L 9 9 i E- Z W, 1 885381? 13 of 23 ,.,,.,...�,�.. '. • s•'��.•,;. it � L • .: I CONS riwe i/ON .- . Apo It tTl+' -SEE NOTE DE_OW AS 31!IL7 BOn,'�'EI/ILLE POWER AS B'I1LT s<, 0.82 LT \ A0 IAI;STRAT/ON �q LT - --- - - 46 r F::�� 1 - _ 3 Y A. E78 f 5-3. /e i STi�I: 2 8 /+ 28. I2 26 N/26 3/5. 48 I RESTR/CrED 0WER EL -'4• 37 E/,6S/,656. 6 I EAD C'1EAA14E a E 1 6 46 ------__ wrnr9iary�---------- d - ,�:.�s . ----- ---- --- - ------ W---- - - --- - _ ---- -- h� 1148 4 6,�,• 7 + 5 /0 !4% /5 w--+ �t n � G� r soulvo P �` c- PRO V/DE \ - �M PROVIDE /2 DROP /2"DROP, 'c,�? CONK. SEE SN-/3, CONN. DWG. 3 EL 32.24 4 EL 32.01 -� M. r7. •>4 / 8 H- ES 0 M. H. R!8H- 59 \ 574.1t77+•S2.68 srq. 2 7 4 9(o- 5¢ N/2& 399. oB N/26. 8 55. //.- E461T/, 600.97 E/65/, 6/0. e2 AS 5�'/LT •"SIA. 277; 52.92 No rE : O. /7 AZT NOT/ � Y 0L YMP/C P/PE L /A/E CO. /D DAY5 /N ADVANCE Or CONSTRUCT/ON 81 IY 4A "z VIC/N/T Y OF H/GN PQESSuRE PIPE- / /NE 50 40 30 s0 0 N tv N % N q Z ^N.P k;N1�,N ►dI i i 'AltOn 1� R11W. 47. d-f I I d 57A. 277+ 72 5.66' CLEARENCE -TA. 28+ /8, A� F��/CT 4s TO EL 35.ICi 1� G\ ETA'. 23_ t 20.32 471 AA .5 • � 1_ ♦5 G ; .5 E •E E .5 Z IrO R SEED /NG 47 AE 9EE SN-// DWG. 3 aa. 0 ur p6 0 3' 45 t iE E •E (Gi SCALE: HORIZONTAL I°= 1001, VERTICAL I 10' 72 � rl Z I No w h, ea °� 7,S Q!tn h� �r.w /G at BUILT 4s ._258+ 30.47.E t M 92 R CP NO TE SCALE CHA /VGE 50' O Y �4 �1 °t SEE NO T E 4E 6 T 4tg A80VE e ► 4 h 9EE C1.8 I� �E �N-1, • 5� a 42- 1 wlTN P4u6 '%, + . SPEC{•4L M..-/. R/6H-6 , „ lNV. 9�. 5 _ -- Z, Tz STA'g'294 �.57 - - N/24 748./7 \---- 4 OF/, 6 S/, S 7 2. 8/ I I? " Q Zs; EE{{��dTE SEE DWG ,309 Ik SPEC 1AL M.N. R/8N- 6 S gBOVhE' IN STA.094+37.57 ., 5 a N N/24, 748. /7 I REST �CT D A : L9E//LT / ' ' E/,65/, 57Q, 8/ I OVER A STA • 4 ♦ 3 7• S 5 ;i ? SEE DWG. S 0 9 CL £A AS 3.'JlL r SSTa 29�i 37.53 I ,v1 11 1 SCALE . HORIZONTAL I = 50 72"05 M/02 RCP i J 1 1411 +, 2 I 2 i v I J I � � O i O to ✓AC/CE0 O SECT/ONco 4.� Im ,N 40 7.� INv. 28. 27 •-/NV 28. 60 /' W ��-/IVV. 28.56 INV. c?8. 90 /n!t/29.2Q/Nv. � 9.24 -� LH= O.S` �R F. �y/! IJOTE = INV.218.55� I �� tiy:p O AS CONSTRUCTED _'` 'E'"' ATAn;eLE AND R/5/4-6? ANO AT THE ON EACH ,.'/DE OF £.P 4. k/34-7 OF WAY pp UVrL)E ?"jll 3AL✓/k;fN r-itE M,4lrtjkc 8' LONG F/LLE0 W/TH AND EMI°SEGDED /N ETF, d!JRIECI � MAY 1977 0 9 ¢ -> COAT //V r6-R/OR Or AE L � � � o 4', PA!!lTEL OkA/AGE A�/D %ENCiLEl� ET�<'�-""E:ti't LOwrer ALLOWABLE R/M PIPES �`i6 AA1HOLE5 W/TH �sSc'STEa``C,��' /o £LE.✓AT/O/V- SEE DE7-AIL A/9, U-PC, SEE SPECS. C4.02(l)(c)4L /01VaL t 275 276 278 280 282 284 282 e94N 1a 7 294 295 296 �9 c�G J c �F o T �� r M U N I C I PA L I T Y O F M E T R O P O L I T A N SEATTLE R218H RENTON AUBURN INTERCEPTOR SECTION 3 3 04 4L0 �u �1. - _r -s�- c✓� ----- - - - - r - ,�/,�:, . 274+00 TO STA.297+00 �. / - AS NOTED AUG 1974 SYSTEM STA 30 37 'Htru..tl UY THE otFirE OF R.G GRiCKERING JR., CONSULTING PHOTOGRAMMETRIST INL. EUGENE, OREGON i 1 1 2; 3; 6 L 4 s• t s z W: r 88538/9 /4 o f 23 a `J 4; 1 J �3 16. ti ' PE=-Ah4,, A - , if A-1E 7' 1 STA. 297�G7• 34 r.) EL 36-57 Up TJ EL 33.83. i .N t SEE GN- 2ON ' _ DWG. 3 S 6-600 2y: /80,E --489.9$' I I I 16, 5' PE 9,A44AfE1V 7 E<1 �Eb�JENj' 5 C) P 49G •« s SU. 301 t 74 8" R►SER I ;;'•A . 3 0 3+ 3 J � i UP TO EL* 1-25- - � ---- -- - ---- -- o /2„ CONC. CUL}f'R UP Tr, EL 3¢.14 ar PROV/DA' /2� DROP CONNECT/O NS' NORrN 1 4` SO U rN- SEE 5-I`, DWG. 3 1 n FUTURE 4-FLOOD `°' 46,4 CONTROL CHANNEL (P-/5) \ of � �-�--FUTURE CKA NNEL RUTr4M 4o.! 4-1 t �m Z+ kN'�l 14 AS LAU1LT ti TA. Z 9 * Z3. 27 0. 3 5 ,QT STA. 299f 26. 95 /v/24, 7/8,20 E/,65241' 6 . 4 29TH ST. Nr IN. it 49 2 i as P�1SLT - 4M cT4 308+36 11 1 / L. O./2 [7 I I i M. H. RIB N 646 STA 308r37.3r �I E1 6 52, 96 9. 97 I /5'PEAr:=�.' - - -_- ------ 1A - - 42l.O3• ,- 9.Q9. • - . S UP TO Ei. RE STORE STA . ?J 4.00 __ \ I ♦ - 4 SUL K HEA O - T E L ► 5 - / jl q ,e i. OI iw,IR E R s all QAcJF TEE I` 413/ 6 R/8N-9 �` \ 3�6S7A STA /54E %.-.0 CL 305,,,74t V leeLO 495 494 GT 491 t • ` -__ c ' -- /� A E 1/LT f j J , SCALE: HORIZONTAL 1"=50`, VERTICAL 1"= 10` 74e" 0% A4 /O 2 RC P FD R SEE O /N G SEE S/V - //, 3 I — PROVIDE /2 ORO P CO N N. NO R T N 0` SO TA_ UP TO EL 3-f. 5 '" M. 5^TA. 304 -0/6.33 i — :% /V/24 6 BB. 2 2 PRpt�/pE 5`/[)E SE1NErP 6 1 1 CO/VN. (7YP.) 5EE .SN-B AS P! J/L T I OW C2. - O LNG. S STA. 3,D4 . /6. 0 1 M� UP TO EL 4 -1.29IRT _ -orSa 6`• 29'• /B E - - - NO AC 01 J .q �i{n �"-RIm 48.Ag 14J ` oil w ... T. %W III j 0 �� V- O O 10 Q R /M 6 570 INV. 30, 4 '- -- J " AS CONSTRUCTED o ? ' LOWEST ALi.OWABLE RIM MAY, 1977 ,- E'LEVA-r101V- SEE DET. A/9 -297 "8 299 300 301 302 303 304 305' 306 307 30�"3 309 3110 'JG M U N I C I P A L I T Y OF M E T R O P O L I T A N SEATTLE R218H RENTON AUBURN INTERCEPTOR SECTION 3 -305 4< i i - - --- -- STA 2 �J7 +00 TO S + v - -_ I. STA. 00 . AS NOTED AUG.1974 SYSTEM 31 37 FREPAREP 8r THE OFFICE !;J H.G CH CKER-NG JR., CONSULTING PHOTOGRAMMETRIST INC. EuGENE, OREGON 31 4 5; -r - T T - , S'[ t"I ri ZI ; I11 (A[ 6 tt L 9 S t E 7. w I 6 l5 of 23 2 `f 31'd� Q�SEAZ ETA. �!I t o6 I �* I y L TA QD - _ A" b 0 1 L _ I �- - --� e tt SEE T ` \. 67 %.7 ,e,•a I I .o vA TO EL 34.87 y I I i rLal �" DROP CCjvj f10 UP TG 37.07 _ G t hS1Fh_ I _ B. nl Id At h 47 Atjft T_ ! 1 I / W • 2 h. !J Cf, f9 a63- LT_ Of L ISO L ; E< 7a — f'RO ✓/C E ISIDE SEN/ER PAW S f • I3 18 * 619 vac rr I I -- - - _la i- _-- --�2 W fi OWG...?�,/, �•• 'w -- • -"' — ^(S. 5?• I W Top EL 4/. STA. ,,laA+ 77/?�v;�: 1 r c \ �,� - J � - � La T -- �' t i i . ; t -;;i ( Fi,� � ;aA t _ - -. -. C ✓ /V /v � � l /� .. •J :J Q ` H M. H. R 8 H - 70 _ - , ( , p �� S ra NO-40- S 3/2.-84.24 ,-vT j _ _ -_ ------------- STA t 2 P 7,�,'E� =5.: ------ 40 E ,w r, - _ _ ea - ;' N _N /24, 956. /5 N� 18 �— 4RE ` ORAlNAGf CN.4w EL'83'-F-7 v ' E1653,404.85 ANGL r^TRUCTURE M R/BH - 7/v i TEA EL E4. 87 I Q STa.-�Tg+Bx; _ v' A/r24 656 3498 T 3/6f49. 82 ti �� I `i4 F�� « 5G.07 FCk SEEDING ;EE 5tii-n _ N �� R \\ \ \\\\ E�653,43S.Sa 3� ,43.903' �I I ,y 0. E3 LT aw'; 3 1 t PROPpSE'D R w A ST. cn � � � ;' !• � •�. {2� .� 1 SCALE . HO�tIZbNTAL I"= 50, ftp VERTICAL I°=10' 72"gym M/do�)2 c � d �D 4 i 30 -O LIACKEO i SECTION I* iv) O : I (b � (\1 RIM 5/, Q ?j� V)K 1 ppyy /A/ V. 3 0. 5 9 J W of Z v o � M�h Q (nQ v) `-� F1-17-URE CNAA/A/E•L _BorroM e lNV, 30, 5a C•` qqf . 00 W) W: �`�iE► rf m RIM S1. '6 //ANW/Irvs,k%v,,S Z' 3// 3z 3%3 314 3/S ono MUNICIPALITY C aG :FrLF Ei. ❑. THL '.'F1 iCE JR., CGNSU:'�Nt, F4MME?RIST Nt:. EUGENE, OREGON /n/V. 3C.79 37 OF' METRO 33 3;q P 0 L I T A N SEATTLE 1 2 3 :i 6 �• i r r s� r z r r'r n r �; K -� �r �� f: ,. i P ry ' S6Q`-03-2G�E N a � a. 4;.q ^� - `� ST.4 32/+ 49.5- Ll E_ 4 -. /V• / 2 49 4 7. 91 IAJ E' 1653,9 ; A _1 q} c1r n `' 1+1 Aj m t� M�Q Ov Iry J�� I` UI� J�u3 -- /A,' V. 31.12 -CIF• 4. 6' 7 AL L Cl1v A 8 L E RIA4 EL EVATlOni - $Fr DET, q/9 3?v 321 R218H RENTON AS NOTED AUG 1974 SYSTEM F. AS CONSTRUCTED MAY, 1977 en9F, �` "STEP <� AuG /980 �c�ONA� -j'3 324 AUBURN INTERCEPTOR SECTION 3 STA.311+00 TO STA.324+00 5. 4 J 306 32 37 885 38 19 /6 o -F 23 �W- Wiloo N , I \;�i vv ' ti �--- 41 30' ' _ - -- T r- ai TE 2O i- - >- S 8 9 p,� 20 E _ PROVIDE y i2 - 60 ¢ to Ph'vV/DE i2 OROA C0/VMECT/0v BULK t4F.AD I I ry SPEC /A Lq rB N 74 o W W SPEC/At M. H. c/8rl 73 STA• 326 a /O. 4S �' 1 r S 0- 37- 57 W 1� Q19& f W. 5,4.306+ N/-2493�7.D2 --} --------- - ---- T� /V /? 4, -- I ~ 6/, 6 54 , 5 9�. 5 2 t � xs 1 4 $O. 1.10 ! �� ^ i i • SPEC/AL M.H R/6t-1- 74 B3/ S7 -A.328+/0.45 v / 24, 93 7. O 2 4/5 Z TO L0OQN OUTLET p I E! 65 , S99• 5-2A STRUCTURE. 5EE SPEcS. J WI� SEE JwG. 3/0 C /. 17 e D wo, 3 / / FOR MOD/F/C'A'r/ONS i SCALE HORIZONTAL I"= 50, VERTICAL Ih= 0 7P A4/02 RCP _ 42 CLA 65_]Z 14,cp n�to i to 4 �; o ti .im v,n, U, _ W RIM S/. D vQi� /- �'/ti9 S/, 0 tG I I 30 S �vV44.Or' ` a ha �♦ 1' M Z� Q R/M S2. O FOR SEED//VG SEE PAov,06- /2~ DROP CONN•- SEE. SN-/3, DWG, 3- fl �4 . 392 + 90. 45 4/24.457 ) E/,65 v59 ."2 3 7- 57 W 00 ARO ✓/OE S/DE Ste- N/ER - CaNN, (TYR) SEE Siv-8, OrvG. 3 �vwG, S AUBURN LAGOON 50 -cc r %= 0.000509 5= 0.0058 �c7 /N V. 3 S. 24 30 /NV. 3/. 3 7 —` � /iv✓ 3/. 45 J � - /O � TC 5 0 2 S / V 4 h,R F. 4,// zo ;a.-._ �E.45jr1wE/V T .DRAI lm6 I - Co4 r ENTER/OR AL L 44AA/N01.ES AVO P/AES ,� �' 9 ¢ WITH U. P C. SEE SPECS. C4.026)(c)4 LOWEST ALLOWABLE- R//N ��s,�GISTEA�"��iw AN4 C4.03(04.). ELEVAT/ON - SEE .419 103%3 spIVAL ENS 3Z5 327 328 329 330 331 332 333 334 COIVr, GLO !- F T ' ; AUBURN INTERCEPTOR SECTION 3 3 7 MUNICIPALITY F M R0P0LITAN SEATTLE R218H RENTON p p 0 ET CMC'KED cdG I w: r Q - u.5S0. c / �_} �� < < ` yyy' /,��'� - ��wG- -- �'1!`t -- --4 STA. 324+OQ TO STA.335 00 . .. ... - �'' / r ---- - - ./Re AS NOTED AUG 197 SYSTEM 33 37 kEPAREO BY THE OSFICE OF H.G. CHICKERING oR.q CONSULTING PHOTOGRAMMETRIST INC. EUGENE, OREGON RR 1•.1 � I i � l l i I I i ii l i I � iI II �� i I • `- •~ tt*• •`,,Tf- R.� �V� + JVI .r •vv3_. .i•.. •'•L 11 2; �114', 51 6 S[ t 1 ETI 7.' I [ 11 l It 6 ti L 9 S b E 7 w 1 _r AIM STA. 4 + 47 Div �I TOP f- L 57. 6 i CO NC . [. V. 4i fii 30 T H S T� I /V• w UP TO 3873 phi /P cy� T / T �F T �s 9"03' 20 E .S 69°'pT' 20� E --- )OROWDE /2� _ — STUB" WI TH 475•/8 -r /85.a5 • BULK NEAP s I 16 , VA1r1TA/N =O O,l� ^, h G r% � � 2 ti� - =S"�" � ? I i FALL /�� ,"ERv�Cf — I SPECIAL M. H. R/8N-74 8" EQ ; I � I TOP EL 4=.'7 -- 574 7-- u4 TOP E L 37. '4 - -4 4/.5'f - TO LJ OON OUTLET- S T,* UC TUC. 5E E SPEC 5. 0, C I. / 7 e 0 W ji, j3 // FO R MOb/F/CAtrlovS a 0 40 o0V) h. V! N -` 2 57A 324 f 35 4^ 2 1 REEF STA. 324+8.3 .l I I, f r A 3n 5TA 1 325 + 4?4 2'DEEP IN V. 3/.O/ u.)/N M.H R►dH-73 57 A. 328 -0-/0. 45 3_6 + 25.0� N /24 9:g 7. 02 654, 414 .09 Lj SEE DWG. 3iO A5 E✓ILT ^ STA. 326 � 17.87 6Vb m - A;, 6VI,CT O. 39 LT .O A♦ /O. /q ro m SCALE: HORIZONTAL Iu=50. VERTI =011 to �(n O 5TA. 330+5? —PROVIDE /2 DROP\ /, _c,,\A- ' TOF EL 36.42 C0AI1VEC T10/V A UP TO EL 98. 73 `� FOR SEED1,1/6.7 t-, SEE SN-/I cwG. 3 SPECIAL` 44-H. R/8H4 74SO.831� PROv'rJE /2OROP CQNN, STA 328 /O 45 'SEE SIV-13 Dv►iGTA--- A%! 8 .:IL T / 5TA• 33 2 + Q?. 3` O. O / P2T STq 6• 33� +90. 45 iv/24 4C7. E�5 4 ,59 S O'- 3 7- 57 Nr 480. 00, 0 t TO EL 39. 9 E/ 6 5 , S 99. 1- i ---- 5 E E OwG. =i0 PROVIDE' S/OE SEN/E'R AS E://LT � �� CONN, (rYo Pc) SEE Sit-8, r'Vv,.,. a ,' ✓V �. E• STA. 3v_• t 31 TOP EL 4/.07 57A. 328 It l0./9 / 0.20 LT AU6U1�FN LAGOCAI CLA G$ 3C A?CA;o _ j- h a 4r 1 f ` \— IN V. 3 S. 29 _50 .ap s ,- 2 1 RF. W ' c O 04 h z Co,4r hVTER;/OR ALL NAA/AV04ES AND P/pES WITH U. P C.NSEE SPECS. C4;026Wc)* � LOWEST ALLOWABLE R/M AS CONSTRUCTED ��STE��'��4`v AD C4.03(, , )(4). ELEVATION- SEE A19 MAY, 1977 S/CIST iG 3�5 3�6 327 328 329 330 391 332 333 :534 335 M C T Y O F E T -- - T- __ T T _ _ -- ' 3 0 DLO F lJ IV l I P A L I M R O P O L I A N SEA L E AUBURN INTERCEPTOR SECTION 3 --, — - -- --T ---- — - - — — -- - c�v j�,%- - _- , STA. 324+00 TO STA. 335+00 T T '' - • AS NOTED AUG 1974 SYSTEM 33 37 p I I Nu Jn'., I_UN DULI INU FHUIUbY AMMt IF4151 INU. LUu[. Nt, URtUVN I ji 2, 3, 4 S t 11t E11 71 H (MI 8 M L S f; 6 8853819 18 o-F 23 `• J B 55 9 55 q F 11 N W A r 35.9 55,9 C 5` H T. /A/CLvEN7' -M-N. 57-A CO/vNECT N/ 1E� /V/0 /�' . -'7 - 654,E \ DIRECTED BY EMGIN?FE SEE SPECS. Cf. /7 �E M.N. 76 TOO" EL 43.9/ S TA- 33 7 + 76b. 45 ,2 , s .5 N R/5N- 77 lVI, r+.°Ri�N- 76 _ - n//23.977. 08 STA.34�'f50.4i 5TA.347�3 .4� -r. °. /,E 54, /V/23 4 7. // N O E 58&•9� /23 D/7. /4 -- _ 4� - FOR SEED/NG E/, 6 45-41 _SS,j. 6 __ A �u/�T SEE Sn/-ll,0WG 3 E/,654,578.33 - G W •J a " 5 ', -IV'C C0%,ly — ST4. 340+ 08 9 �4 �/ AS P�-ILT AS BUILT /r. % h STq. 3??t(� c ►: Y STA. 342+47.I0 . S 0- .37-5'7 W 0-77 RT S O`- 37-5?/fN 0,01 RT - Il LT J 1 �� G 37-57 w-- B 30 PROVIDE /2 DROP CONN. Q-0.00'-- in A/RPO,QT 480.00 PROV/Q_ TOP C q Q /� 9 (� N p - F /a ai . � • 2 i H F ` � TViZ.SG L 4 G • 22 52 0 SY.• 3 2 �J G. 7 53 b II .3 B ©O � e �/G —_ " 5 - _ _ \ CONN. S E St s. D C,. 3 L 4--------------------- _ �a s y„- �, l�C UA1 TO E 47:r 001 — PR p V/OE SIDE SEN/Ei2 COA/A/ECTi0N :'TY SEE \ E i•E.�a G,�� ,- 5c .s STA. 344 ♦ �< I! � I SN- B4OvV6, DWG. S .AUeU�cN LAGOON TJP E� 46. 4 ': STA. 335 t 3/ TD,o EL 4/• 07 SCALE: HORIZONTAL I��=50� Vc TICAL I°= 10, g",E fir 4R"66 CLASS Y_ RCP I 4211� CLASS TP RCP i i • n GD�'hIQ �j� k E� n R/M5A.��—� �!� Wl(A RIM 5-2.99 (� RIM S3. 47 \ 1 I 40 OO 58I i �— /NV 44.40, 4J /NV 43. E� /kV. 40. 87 `-//V V 38. / 4 OGF'� Fva o AS CONSTRUCTED ' 1-0W46.T7- ALLOWABL E .R/M MAY, I977 o�sFc/STEP��\�� O EL E'VA T/O N s'�tia� ENS 20 335 336 337 338 r.79 340 ,14/ ?42 �43 &44 .345 346 347 348 349 M U N I C I P A L I T Y OF-- -ME T R O P O L IT AN SEATTLE R218H RENTON AUBURN INTERCEPTOR SECTION 3 3 0 8 / �F - STA. 335+00 TO STA.348 t 53.78 C ✓ G �p - i : f- , _ _. AS NOTED AUG 1974 SYSTEM 34 37 r ri 14 2 J".��, �.; ry JUI. i ;Nu h'H!J: J UKAMML IH'--` INI'. CUU[N[. VRtu,-)N 1.I 21 3i 5 6 5[ I[ E.[ 7.1 ['1 [II 6 w L 9 S t 5' 7 L I 88S38/9 /9 of 23 .p FOR INFORMATION NOT SHOWN REFER TO TYPICAL MANHOLE DETAILS -SEE C/S O • 1 N • n r STA. 202 + 41.74 2 N 03 035.01 SOS E t,650,633.45 1 r� A f •. c> � 09' - \ I ' • _ 2S'-� -� 1 �• I � � I N • • n c 72•m RCP — %• 12" 4'- 0 2 - s 5 HOOPS — i 8" DRO P G TO EL 30.' goo 1 ,• 309 ► �- 2 - 4 5 HOOPS (TYP) I i r— 300+ RCP 4'-0 _ -INV 24r14 BOTTOM PLAN TEMPORARY BULKHEAD SPECIAL MANHOLE R IS H - 44 PRECAST AS A TEE TOP M. H. BY ASSOC. PIPE CO. SECTION 1 303 :L 23.28 DESIGNED-WGG._ METROPOLITAN ENGINEERS DRAWN GB BROWN AND CALDWELL CARE Y AND KRAMER CHECKED WGG MILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTE0 DOW E^W^ta 2 309 u TOP PLAN SECTION 2 309 MUNICIPALITY OF RECOMMENOE A` APPROvE0 Erpw+ter• Proiec� E"9 Mttropowlo• Enomeers CMH E met - ^V GRADE EL 42.0 t m N METROPOLITAN 'M Z Z21tAPPROVED elea MerropoNron Enq"wrs For MNropowron Enpinttr 72"o RCP INV 29.24 309 MJ TA. 294 + 7. 0.4 RT BOTTOM PLAN GRADE EL 47.51 .. - --. 1 ._._ . _ TOP PL A N SPECIAL MANHOLE R IS H-65 PRECAST BY ASSOC. PIPE CO. - i20" I. D. x 9'- 0 BASE SECTION - 72"S RISER -A 77 - f. 720ip RCP RISER • I I =f SEE A/4 — �i G� 1 C �-- SEE N,-)TE ON U. P PROFILE DWG 304 t L t i �— INV 29. 24 ! I ! - INV 30.29 AP 42"10 RCP SECTION 3 309 12' STUB INV 32.52 AS CONSTRUCTED MAY, 1977 SEATTLE FILER218H APPRO VE SCALE 3/8" = 1'-0 For Mun,uCodry of MNropoo,on Sca}ie- DATE AUG 1974 L'6; --�� No Is TIIIIIIII6IIIi1118I1III IL 19 it �St Ifi �£ Z jW,TI li AUBURN INTERCEPTOR SECTION 3 DRAWING NUMBER RENTON SPECIAL MANHOLES R IS H-44AND 65 309 SYSTEM SHEET NuMBER PLANS AND SECTIONS 35 of 37 8BS38/9 20 of 23 ,.p r 310 t 310 TEMPORARY 24' CMP ECT TO EX! TING ;'-0 i2` S R AS BUILT _ STA. 328+ 10.19 0.20 LT STA. 328 + i0:45 N IPA,997.02 / I 310 I I 310 I 30r SPECIAL MANHOLE RISH-73 SEE SUP 2 r-- GRADE . EL 51 • • ® e •� `may I I � I r Bi/ I . ;91i2`-, L0 5 ! w E1 SECTION 3;0 2'-0 '040 s40 I'5 HOOPS 30.4 RCR INV 44.0— 24' j DROP #4! 12`EW TOP PLAN 0 2"EW Tt B s l s ► • . O• - • O• w_/1" FOR FUTURE 121 DROP CONNECTION - SEE DWG 4 10 MORTAR FILL AF REMOVING CMP I TE 2404 C f e PLLIG • eleft REIIA01IN6 6. 00 e• a � _ - �6@��r— 1 I !V EWEF • • i = SEE A/4 " e 5 OOF e I •4li2o o —INV 31. 717 • *9 #50 W 04 1 1 6 I , 89'•4i'-!7 60.0 RCP 'O p 8" TEMPORARY 'P ' WALL f / I i I 42 "m RCP 4 310 � I 0 a 3 `-72•4 RCP BOTTOM PLAN TOP SPECIAL MANHOLE RISH-74 PRECAST BY ASSOC PIPE CO. - 144" I. D. x 10' BASE SECTION - 7200 R15ER GRADE EL. 51.0'- PLAN I s s• I I io.R / ! ' SEE NOTE ON U.P.C. PTAOFILE DWG 307 72"4i RISER SEE A/4 / V f 4 01 INV 32.58 I - irw 31.37-I o r a t -- rZ/ - FILL W/ TYPE 'A' MATERIAL — yL. -- -4 C 12'EW 4 I f — INV 31.37 • � % I 1 _/. . a i SECTION Si0 AS CONSTRUCTED SECTION 310 MAY71977 Z bMAI WGC METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE °"•"� »�E" oEsMnlEo �!19 �,�� _ R218H R E N TO N AUBURN INTERCEPTOR SECTION 3 ,^ 310 oRnwh ce BROWN AND CAL DWELL CAREY AND KRAMER ,, 5;,n�E SPECIAL MANHOLES RIBH-73 AND 74 '• SYSTEM SHEET NUMBER WGG HILL ANO INGMAN R W HECK ANO ASSOCIATES S"`�"'TED RECeActEfED •o•�OvEO •�QOvED avoQOvEO�htVof"WrOI 3/8 21-0 PLANS AND SECTIONS 36 as 3T CHECKED p°uyn EnOayr -MNr Eeplpr� hej•tr Eryw••r rq°•Ie. E�e•Ns CMN E AUG 19T4 rq�M• -MNr000E7on E ters fa MMeioMbe EwOin•Ms vo• Mumt�Oo.rf of MM.o77or7on ;;aI le DA*E SECTION 2 310 II I II ( I I_41! j t I T No •EIF 4ri t1 E E I 7T. I I i�i O�i �6 IN rL 1 18 !s ittj , IE �Z I Wr j 8853819 2/ of 23 F ri OVER- EXCAVATION LIST -SECTION 3 DWG. N4. BETWEEN STA. H 331 312 .!..:7+lJ 'f Ji.•.. G..v+.1=: is=1.. 302 Mu 303 +j5 +11 3, * • [iIu.i s ` .il.—�. ' � U� kI ' li' i r 1 304 285+69 $ STA. 287+14 dulo 5' 281414 292+43 8 STA. 293+63 dul.5' 306 314+53 8 STA. 31WI 05: 122+36 9 STA. 325+36 tim1.0' Sul 325�72) & STA. 326+08 N=1.3)` �111�111�1!I�I!I 111�1�1�11111 �1!11�1 111� I !i!1 11l�lll 11 G■ ' 1----z'�----.. T T T T T T I [( 8 jirijl!! 9ZIu,!I1!1!�!iillil''.!lil iil'I ;!; rill i'I!�ill! !'ill"iTi' f1'' 22 of 23 I 1 I I ra FLUSHING �4 12'- � - Z4" MANHOLE � I I , - 1 ��-ADD 2-#5T 5 If ADD 2- & T� b Z PLAC Q 5 I ' I i GRADE EL 51.0 F. L 50.5 --�. I 2 FOE 2EINF SE OPP WALL SLOW -OFF TRAP SEE NOTD 1 `— 5LUICE GATE FLOOIZ EL 59.5 — F50x SEE SPECS. FLEX JOINT TYP 5EE E / 57 TOP PLAN SCALE" •i'-0 2 14'- 4 -.O !� " 2'- 8 -+-�— 24 FLUSHING SIPHON 5EE SPEG5. 0 • Gf-0 (o'-O 41 BOTTOM PLAN bCALE _ Val'-0 MANHOLE R 18 H - 73 r 72i1 RCP 57A. 5*ZG + 25.00 N 124, 940.05 E 1654, 414. 09 AS FbuiLT STA b 26 17. 57 O. 39 LT 1000 P 51 �En1�IN� CONC — u� CID N r� m NI 4-1 NI Q n� II- - �- 5 e 12" E F C L 44.0 M012TA2 FOQ 2EINF SM OPP WAL DISCWA2GE EL 59.0 -#8 (,;) a f TO EL 44.0 STEM GUIDE, 5TVA COUPLIt - 12'x 12'I SI.UIGE 3AT E - -- --- .. D • ilip.w '-.6 51i x 8" CONC 5UPPOR.T PIG125 FM 51PWOR f5P.LL 2EINF W/ I — 5 VIL21 LL MAIN 24° 4 51PWON TRAP SEC NOTE , al'MIN COVE2 SECTION 1 P SCALE: N 1. FILL IbC)Tu MAIN 51PNON TRAP AND 6-OW- CUFF TRAP WITH WATER 5 EFOIZE STARTING SIPHON. 2. DO NOT FILL VENT PIPE ?SEFORE 57ARTING 51PI40N. I'Z Tab SECTION 2 SCALE : 3j8 =i'-0 lam:, AS CONSTRUCTED MAY, 1977 5t•na �5 (a 12N E : 44.0 TO EL 44.0 �5(2012 �.F EL 55.0 •9( Co'' TO "tax L 3t3.0 . Ew T4-RD DFSIGNED WGG_.-. ME TROPOLITAN ENGINEERS MUNICIPALITY Of METROPOLITAN S E AT T L E R 218H AUBURN INTERCEPTOR SECTION 3 ORA,hh.} NUMBF4 - - RENTON FLUSHING MANHOLE R 18 H -- 73 SUP 2 DRAWN WGG! BROWN AND CALDWELL CARE r AND KRAMER CHECKED WOG HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED^ `L f7ECOMMENOED Oj.ti;]i'falva APPROVED r APPROvED ,�� oP�WC'vf:; n,F SNFE' NUMBER -- — D.{,Qn Ewlne - 1rCCNI,GO E�a,�..,z P,oK�, Engineer - �rOPGM�On E� ,�«r, �KF ; �, _ .f, o ---- - - - AS NOTED DULY 1975 Y S E M - PLANS AND SECTIONS I I 9 C E Q oOW�ron En91neers for Menooddo� E�q��+eas rw Mun,��pQl,rw of INe��:(�OI+m� ,eo�r'e ,,••'t 88538 / 9 23 of 23 �i;l�i�i�iiiii;iii�i��ili�ill iili�ili�iii�i�ij,►I�;i��l��:�i�i�i�i�i�i i�i i i �ii�l''';ii'i'I s, No is �•� - —T- �- L 1 9 I TQ W, _r MUNICIPALITY OF METROPOLITAN SEATTLE R218H AUBURN INTERCEPTOR, SECTIONS 1,2 AND 3 CONTRACT NUMBER 74-2 INDEX OF DRAWINGS SHEET DRAWING EET DRAWING EET DRAWITIG SHEET DRAWING NUMBER NUMBER TITLE Un R NUMBER _ TITLE NU NUMBER TITLE NUMBER NUMBER TITLE .� GENERAL SECTION 1 SECTION 2 SECTION 3 1 1 LOCATION AND VICINITY MAPS 10 1 STA, 0+05.29 TO STA, +00 19 2 STA, 105+97 STA. 120+00 27 301 STA, 196+25 TO STA, 219+00 2 2 SYMBOLS AND BENCH MARES 11 102 STA, 27+00 TO S 55+00 20 202 STA, 120 TO STA, 148+00 28 302 STA. 219+00 TO STA. 247+00 3 3 BENCH MARKS AND 12 103 STA, 55+00 STA. 82+00 21 203 TA, 48+00 TO STA, 176+00 29 303 STA, 247+00 TO STA. 274+00 CONSTRUCTION NOTES 13 104 A, 8 0 TO STA. 95+00 22 204 + 176 00 TO STA: 196+25 30 304 STA. 274+00 TO STA, 297+00 4 4 SANITARY SEWER MANHOLES 14 105 ST 5+00 TO STA. 105+97 23 205 STA, W 0 TO STA, W5+00.78 31 305 ` STA, 297+00 TO STA. 311+00 5 5 TYPICAL ANGLE STRUCTURE MANHOLES 15 106 DATER M N SECTIONS AND DETAILS 24 2 GREEN RIVE IPHON CROSSING 32 306 STA, 311+00 TO STA, 324+00 AND M LOAD RCP 6 6 TYPICAL JACKED OR TUNNEL DETAILS 16 107 JUNCTION S CTURE 25 207 SIPHON OUTLET UCTURE R18H-34 33 307 STA,- 324+00 TO STA. 335+00 PLAN AND SECT JS PLANS AND SECTION 34 308 STA. 335+00 TO STA. 348+53,78 7 7 GENERAL STRUCTURAL NOTES, DETAILS AND TYPICAL RCP DETAILS 17 108 DIVERSION STRUCTU R18H-1 208 SIPHON INLET STRUCTUR 18H-35 35 309 R18 -44 AND 55 SPECIAL MANHOLES H - PLANS AND SECTIONS PLANS AND SECTIONS � PLANS AND SECTIONS 8 8 TYPICAL TRENCH SECTIONS AND RESTORATION DETAILS 109 SPECIAL MANHOLES R18H-1 ND 22 36 310 f SPECIAL MANHOLES R18H-73 AND 74 PLANS AND SECTIONS PLANS AND SECTIONS 9 9 MISCELLANEOUS PLAN AND SECTIONS 37 311 LAGOON I NFLUEdT MAAHOLE MOD I F I CATIONS 1, DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING MANNER: (A) A SECTION CUT ON DRAWING 102 IS IDENTIFIED AS FOLLOWS: SECTION NUMBER SECTION 3 103 DRAWING ON WHICH SECTION APPEARS (B) ON DRAWING 103, THIS SECTION IS IDENTIFIED AS FOLLOWS: SECTION NUMBER 3 SECTION 102 DRAWING FROM WHICH SECTION WAS TAKEN 2, DETAILS ARE CROSS REFERENCED IN A SIMILAR MANGER, EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN BY NUMBER. CHAMEL DETAILS - OVER-EXCAVAT I Oil LIST-, IM-9 AS CONSTRUCTED MAY, 1977 88 S 38/9 / of 23 1 V 1 L J 1 J SCALE IN THOUSANDS OF FEET DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY DRAWN D L 0 BROWN AND CALDWELL CARE Y AND KRAMER HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED l-f /�w`P, RECOMMENDED �9.U��"�' APPROvEO CHECKED CLJG Design Engine-Metropohlon Engineers I Project Engineer tropoulon Engineers Chief E .0 0,f METROPOLITAN SEATTLE e APPROVED APPROVED SCALE SHOWN ngine - Merropdiron Engineers For MltrOpOlitOn Engineers For Municipolity of tropoliton Seattle IMS- S VICINITY MAP O 1 2 3 4 5 SCALE IN MILES "AS CONSTRUCTED" MAY,1977 c� cc H IAJ CIS T ES s�o►VAL Ea FILE R218H R E NTO N AUBURN INTERCEPTOR DRAWING NUMBER � LOCATION AND VICINITY MAPS SHEET NUMBER DATE AUG 4974 SYSTEM 1 OF __37 8BS 3819 2 of 2 3 • SYMBOLS B E N C H M A R K S WORK TO BE DONE SEWER -SECTION 1 SECTION 2 SECTION 3 MH R/I-/ BENCH • BrilCfi BE14CH STA Ot00 MANHOLE - NUMBER, STAT/ON, B COORDINATE i.�Rr NO DESCRIPTION ELEVATION � DESCRIPTION VATION ►�1ARK NO DESCRIPTION NATION N.215.00�0.0�0 - - - _ E_/6;500 ..00 ES-1282 R. R. SPIKE IN 14ORTIIWEST SIDE OF MOST 24.657 ES-1299 R.R. SPEt,L ON EAST SIDE OF POWER POLE, 30.142 ES-1219 R.R. SPIKE IN TRANSMISSION POWER POLE 47.987 WESTERLY TRANSMISSION POLE, 4TH POLE : G.5' ABOVE GROUND, AT THE S.W. CORNER OF ON THE NORTH SIDE OF S. 277TH ST. 45'+ STA //Ot40 SOUTH OF S. 212TH ST., POLE NO. O.B.- (MEEKER ST. & LINCOLN ST. WEST QF R.R. TRACK. CONCRETE ENCASEMENT OR JACKED OR N" 150'± NORTH A14D 300'+ EAST OF SE`►iER STA ///t00 TUNNELED CROSSING 8' - ES-1300 TOP CENTER BOLT ON HYDRANT; ON EAST SIDE 38.327 ES-1220 ' R.R. SPIKE IN TELEGRAPH POLE 12'+_ EAST 47.614 STA, 0+05.29, OF NADEN ST., 500'± SOUTH OF MEEKER ST. OF R.R. TRACK, 1ST POLE SOUTH OF R.R. N. /93 000.00 COORDINATE(COORD/NATES bI BEARINGS ARE ES-1283 ?.R. SPIKE IN (NORTHWESTERLY SIDE OF 24.509 ON SOI,TH PROPERTY LINE OF HOUSE N0. 218. � BRIDGE OVER POND 620'+ SOUTH OF S. 277TH E.1663, 000.00 BASED ON U. S. DEPT OF COMMERCE, COAST B _ GEODETIC SURVEY, LAMBERT 6R/D, NORTH ZONE) MOST WESTERLY TRANSMISSION POLE, 6TH ES-1301 TOP CENTER BOLT ON HYDRANT ON EAST SIDE 40.200 ST. POLE SOUTH OF S. 212TH ST., POLE NO. OF NADEN ST., 860'± SOUTH OF MEEKER ST. �+ 250 NEW DESIGN CONTOUR o ES-1221 R.R. SPIKE IN TELEGRAPH POLE 12 _ EAST OF 47.770 0.�.-ids, 300 ±EAST OF SEWER STA. 5+00. ON SOUTH PROPERTY LINE OF HOUSE NO. 318. R.R. TRACK, 1300'+ SOUTH OF S. 277TH ST. ES-12604 R.R. SPIKE IN WEST SIDE OF MOST WESTERLY- 25.882 ES.1302 R.R. SPIKE IN SOUTH SIDE ON WEST POLE OF 39.424 ES-1222 R.R. SPIKE IN N.E. ABUTMENT OF R.R. 47.937 POLE, 0.5' ABOVE GROUND, POLE NO. O.B. TWO -POLE TRANSMISSION STRUCTURE BETWEEN BRIDGE OVER CATTLE CROSSING, 7851+ NORTH EXISTING WORK 114, 300 `± EAST OF SEWER STA . 10+81. WILLIS FREEWAY & WILLIS ST. 200' ± EAST OF OF S. 285TH ST. of ES-1285 R.R. SPIKE IN WEST SIDE OF CENTER POLE 26.737 FRONTAGE ROAD, LEST OF SEWER STA. 120+60. /2 - - - ES-1223 R.R. SPIKE IN N.E. CORNER ABUTMENT OF R.R. 48.521 S SAN/TARP SEWER £ SIZE OF a 3-POLE STRUCTURE, 0.4' ABOVE GROUND., LEAD & TACK ON END OF 24" CULVERT ON 36.137 BRIDGE OVER CREEK, 971± NORTH OF S. 285TH S D 12" POLE NO. O.B. -N2, 300'± E ",ST OF SEWER STORM DRAIN B SIZE THE EAST SIDE OF FRONTAGE ROAD, 390'+ ST " STA. 17+00. , _ . 12 SOUTH OF WILLIS ST. W WATER L/NE B SIZE ES-1286 R. R. SPIKE IN CENTER POLE OF A 3-POLE 27.814 ES-1224 R.R. SPIKE IN N.E. CORNER OF R.R. BRIDGE 48.630 6" STRUCTURE, 0.5' ABOVE GROUND, MOST SOUTP- ES-1304 WEST EDGE OF IRON PIPE ON EDGE OF BLACK 39.505 ABUTMENT OVER CREEK, 471'± SOUTH OF S. G GAS LINE B SIZE ERLY TRANSMISSION LINE SOUTH OF SUBSTATION TOP 72ND AVE. S. , 1150'± SOUTH OF WILLIS 285TH ST. T TELEPHONE cONDUIr 3001± EAST OF SEWER STA. 23+00, ST. ES-1225 R.R. SPIKE IN TELEGRAPR POLE 121± EAST OF 49.161 ES-1287 R.R. SPIKE IN WEST SIDE OF MOST SOUTHERLY 29.378 ES-1305 EAST EDGE OF IRON PIPE ON EAST EDGE OF 40.565 R.R. TRACK, 10271± SOUTH OF S. 285TH ST. E ELECTR/CAL CONDUIT • POLE OF A TWO -POLE STRUCTURE, 0.4' ABOVE ASPHALT 72ND AVE. S., 1968'± SOUTH OF ES-1226- R.R. SPIKE IN TELEGRAPH POLE 12'± EAST OF 50.728 CENTERLINE OR SECT/ON LINE GROUND, 3RD STRUCTURE NORTH OF S. 228TH ST. WILLIS ST. R.R. TRACK, 625'± NORTH OF 37TH ST. N.W. - - PROPERTY L /NE OR R W LINE 300' ± EAST OF SEWER STA. 29+00 . • ES-1306 WEST EDGE OF IRON PIPE Oil EAST EDGE OF 43.080 ES-1227 TOP OF N.E. BOLT ON-R.R. SIGNAL, SOUTH 52.082 CENTER OF CURVE AT ES-1288 R.R. SPIKE IN WEST SIDE OF MOST EASTERLY 32.044 ASPHALT AT APPROX. _ SIDE OF 37TH ST. N.W., 12 ± WEST OF R.R. TEMPORARY EASEMENT LINE POLE OF A TWO -POLE STRUCTURE, 0.5' ABOVE 72ND 'AVE. S. & S. 259TH ST. TRACK. 250 CONTOUR LINE GROUND 2ND-STRUCTURE NORTH OF S 228TH ST. t;�S-1307 LEAD & FINISH NAIL ON TOP CENTER OF TWO- 39.960 • ES-1228 R. POLE NO. WR-R3, 300'+ EAST OF SEWER STA. PIPE CONCRETE DISCHARGE STRUCTURE ON -SOUTH R. SPIKE IN TELEGRAPH POLE 12 ±EST OF 51.835 s - R.R. TRACK 642'+ SOUTH OF 37TH ST. N.W. CURB B GUTTER 36+84. SIDE OF GREEN RIVER 3001± EAST OF S.R. 167 - HIGHWAY. � - ES-1229 R.R. SPIKE IN -TELEGRAPH POLE 12'+ EAST OF 51.484 CONCRETE PAVEMENT ( EDGE) ES-1289 R.R. SPIKE IN WEST SIDE OF MOST WESTERLY 29.626 R.R. TRACK 1247'± SOUTH OF 37TH ST. 101. - POLE OF A TWO -POLE STRUCTURE, 1.5 ABOVE ES-1308 R.R. SPIKE IN SOUTH SIDE OF SERVICE POLE, 42.871 ASPHALTIC PAVEMENT(EDGE) GROUND, FIRST STRUCTURE NORTH -OF_ 228TH 0.5' ABOVE GROUND, 2' WEST OF FREEWAY ES-1230 R.R. SPIKE IN TELEGRAPH POLE 12'± E�,ST OF 52.253 S (S. R. 167) FENCE ON N.W. CORNER OF S. 26211D R.R. TRACK 19911± SOUTH OF 37TH ST. i{.W. ---- ---- ---- EDGE OF TRAVELED WAY (UNSURFACED) T' I ES-1290 R.R. SPIKE, 2.3' ABOVE`�VOUND, IN WEST 27.938 ST. & 74TH AVE. S. ES-1231 R.R;. SPIKE IN SOUTH SIDE OF TRANS- 47.035 RAILROAD, SINGLE TRACK SIDE OF MOST WESTERLY POLE OF A TWO -POLE ES-1309 CENTER BOLT ON HYDRANT 30'+ OF 42.521 _ SOUTH - FISSION POLE ON NORTH SIDE OF 29TH ST. - RAILROAD, DOUBLE TRACK STRUCTURE. SOUTH OF S. 228TH ST. POLE NO. ENTRANCE ROAD TO.TRANSPORT STORAGE & N.W. & 50'± WES`f OF C.M. ST. P & P WR-R�- DISTRIBUTING CO. ON EAST SIDE OF 74TH R.R. TRACK, x x x x FENCE AVE. S. ES-1291 R.R. SPIKE, 0.6' ABOVE GROUND, IN WEST 31.471 ES-1232 LEAD & TACK 1, FROM N.E. CORNER OF CON- 50.708 RIVER OR CREEK ES-1310 LEAD & TACK IN CONCRETE BASE FOR H I GHldr�lY 39.289 SIDE OF MOST EASTERLY POLE OF A Tt�10-POLE CRETE BLOCK BLDG. (11I LK PARLOR) ACROSS STRUCTURE, 2dD STRUCTURE SUTH OF S. 228TH RIGHT-OF-WAY FENCE ON THE WEST SIDE OF 74TH THE STREET FROM HOUSE NO, 515 ON 29TH 20 - /8 X24 AVE. S., 1330'+ SOUTH OF 262ND ST. (50' -ST. N.W. CMPA CULVERT - L ENGTH, SIZE, B MA TER/AL ST, - (HEADWALLS, IF APPLICABLE) SOUTH OF C.M.P. CULVERT) . ES-1292 R.R. SPIKE IN EAST SIDE OF MOST EAST- 32.060 ES-1233 R.R. SPIKE ON SOUTH SIDE OF POWER POLE 48.829 a --- OUTLINEO EXISTING INSTALLATION TWO -POLE LEAD &TACK IN CONCRETE BASE FOR HIGI�WAY 39.704 NO. 411 ON NORTH SIDE OF 29TH ST. FI.W., ERLY POLE OF TWO POLE STRUCTURE, 0.5 RIGHT-OF-WAY FENCE 014 THE WEST SIDE OF 74TH �--� 1ST POLE WEST OF HOUSE N0. 316. AVE,ABOVE GROUND, 3RD STRUCTURE SOUTH OF - S 2100'+ SOUTH OF-S. 262ND ST. MANHOLE S. 228TH ST. - ES-1234 R,R, SPIKE ON NORTH SIDE OF 1ST TELE-. 50.!3r�90 c� INLET OR CATCH BASIN ES-1293 R.R. SPIKE IN WEST SIDE OF QQST EAST- 33.813 ES-1312 LEAD & TACK IN CONCRETE BASE OF STATE 39.660 GRAPH POLE SOUTH OF 29TH ST. N ; W . & 30'± -� ERLY POLE OF TWO -POLE STRUCTURE, 1.2' RIGHT-OF-WAY FENCE ON THE WEST SIDE OF 74TH WEST OF MOST WESTERLY RAIL AT 80TH AVE. S. - FIRE HYDRANT AVE. S. , 2895' + SOUTH OF S. 262ND ST. ABOVE GROUND, 4TH STRUCTURE SOUTH OF -& 29TH'ST. N.W. ® WATER METER BOX S. 228TH ST. POLE NO. WR-R!" ES-1313 LEAD &TACK IN CONCRETE BASE OF STATE 38.846 ES-1235 U.S.C. & G.S. MON. H-254 IN FOUNDATION' 56.729 RIGHT-OF-WAY FENCE 014 THE WEST SIDE OF 74TH OF BLDG. 2.6' ABOVE GROUND AT S.E. CORNER VALVE ES-1294 R.R. SPIKE IN WEST SIDL OF CENTER POLE 30,304 , OF A THREE -POLE STRUCTURE, 0.7' ABOVE AVE-. S., 3600 ±SOUTH OF S. 262ND ST., OF BLDG: ON WEST SIDE OF R.R. ON WEST SIDE 190'+ NORTH OF NORTH FENCE LINE OF CAR CON- OF 80TH AVE. S. 2501+ NORTH OF 29TH ST. N.W. • UT/CITY POLE GROUND, 5TH STRUCTURE SOUTH OF S. 228TH ST. VOY CO. & 601± EASTXF CENTERLINE OF 74TH OF 4TH POWER POLE 49.980 ---� GUY WIRE ES-1295 TOP BOLT ON FIRE HYDRANT BETWEEN THE WORDS 35.955 AVE. S. ES_ 1250 R.R. SPIKE ON NORTH SIDE "'f�NNISON & ALABAMA", 150'+ WEST OF FREE- - EAST OF 80TH AVE. S. ON THE SOUTH SIDE OF {� DECIDUOUS TREE WAY ON THE NORTH SIDE OF JAMES ST . 30TH ST. N ; W . , 400' ± EAST OF WEST R.R. �I� SECTION 3 TRACK._ /I� EVERGREEN TREE ES-1296 TOP BOLT ON FIRE HYDRANT IN THE MIDDLE 36.200 ES-1258 . RAM SET NAIL IN CONCRETE AT THE S.E. 51.037 ® B2 SOIL BORING a DESIGNATION OF -THE WORD "MULLER" AT THE S.E. CORNER CORNER OF CONCRETE SLAB FOR GAS PUMPS, OF LINCOLN & JAMES ST. ES-1314 R;R, SPIKE IN BLACKTOP 11.SOUTH & 1' 42,222 100'+ NORTH OF CENTERLINE OF 30TH ST$ N..-,. di SURVEY MONUMENT OR PERM. BENCH MARK ES-1297 R.R. SPIKE 2' UP ON WEST SIDE OF 3RD 37.766 WEST OF NORTH GATE POST OF MAIN EN- - TRANCE TO CONVOY CO. 60'+ EAST OF CEN- 60 ±WEST OF CENTERLINE OF C ST. N.E., I& ANGLE POINT OR HUB POPLAR TREE SOUTH OF JA�1ES ST. ON THE - S.E. CORNER OF SHAUGHNESSY & CO. BLDG. WEST SIDE OF LINCOLN ST. APPROX.-HALF TERLINE OF 74TH AVE. S. SECT/ON CORNER WAY BETWEEN JAMES ST. & SMITH ST. _SOUTH -SIDE ES-1251 RAM SET TACK IN CONCRETE AT S.E. CORNER , 51.667 �R F. w 1315 R,R. SPIKE -IN SOUTH- SIDE OF WOOD LIGHT 44.607 OF DOG POUND .ON WEST SIDE OF ENTRANCE TO �cG� �F M4sy�c�o SECT/ON CORNER (OPPOSITE SEWER STA. 94+ 35+ ES _) . POST FOR CAR CONVOY CO. AT THE N.E. COR- AUBURN SEWER LAGOON. DATUM NOTE O.O EQUALS MEAN SEA LEVEL USCBGS ES-1?�'8 R.R. SPIKE ON NORTH SIDE OF TELEPHONE 37.076 NER OF S. 277TH ST. & 74TH AVE. S. 11 AS CONSTRUCTED 11 F�Fc, (/947 ADJ) UNLESS OTHERWISE NOTED POLE I�ITiI STREET LIGHT AT S.W. CORrJER of r�a 1��0 s�oN W. MAY, '(977 L SMITH ST, & N. MADISON ST. tr s A DESIGNED CJG METROPOLITAN ENGINEERS MUNICIPALITY O METROPOLITAN S E AT T L E AUBURN INTERCEPTOR DRAWING"NUMBER FILE R21sH _ RENTON G 2 DRAWN D[© BROWN AND CALDWELL CAREY AND KRAMER SCALE SYMBOLS AND BENCH MARKS SHEET NUMBER HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED L_�MENDED s+ APPROVED APPROVED APPROVED NO SCALE AUG 1974 SYSTEMCHECKED CJ G Design Engme - Metropolitan Engineersect Engine - Metr*PoIiIon Engineers Chief Engin er - Metropoliton Engineers For Metropolitan Engineers For Municipality of Metropolitan Seortle GATE 2 OF 37 8853819 3 of 23 4 BENCH MARKS SECTION 3 (CONTINUED) BENCH i1ARK NO DESCRIPTION ELEVATION ES-1252 RAM SET TACK IN CONCRETE RIM Off SOUTH 57.908 SIDE OF GATE M.H..BETWEEN EAST AND WEST DIVIDER OF AUBURN SEWER LAGOON, 70'± WEST OF ENTRANCE ROAD TO PLANT. ES-1253 LEAD & TACK IN CONCRETE 5' NORTH OF 54.769 N.W. CORNER OF OFFICE BLDG. AT AUBURN SEWER LAGOON. ES-1254 TOP OF BOLT ON HYDRANT AFTER THE WORD 56.355 "OPEN" AT S.E. CORNER OF AUBURN SEWER LAGOON. ES-1255 RAM SET TACK IN CONCRETE RIM OF GATE M.H. 58.326 ON NORTH & SOUTH DIVIDER OF LAGOON, 1001± NORTH OF SOUTH ROAD OF AUBURN SEWER LAGOON. C 0 N S T R U CT 1 0 N GENERAL CONSTRUCTION NOTES - SECTIONS 1, 2 & 3 G11-1 ALL PROPERTY CORNERS, RIGHT-OF-WAY MARKERS, SURVEY MON- UMENTS AND FENCES TO BE REMOVED OR DISTURBED BY CON- STRUCTION SHALL BE FIRST LOCATED AND REFERENCED BY SEE SURVEY, THEN RESTORED IN THEIR ORIGINAL LOCATION. C1.12(6). iGN-2 ALL EXISTING FENCES, GATES, OR SURFACE BARRIERS OF ANY NATURE WHICH DURING THE COURSE OF THE WORK MAY BE DAirt- AGED, DISRUPTED OR REMOVED, THEREBY CREATING A HAZARD TO PROPERTY OWNERS' LIVESTOCK, HORSES, PETS,, ETC. SHALL BE TEMPORARILY REPLACED WITH ADEQUATE BARRIERS UNTIL THE WORK IS COMPLETED. AFTER COMPLETION OF THE ORK.0 FINAL RESTORATION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,AUA EASEMENT AGREEMENTS. GN-3 PROVIDE AND MAINTAIN ADEQUATE CONTROL OF DUST DURING ALL PHASES OF THE WORK. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE, INCLUDING CROPS, IN THE Y VICIN- ITY OF THE PROJECT RESULTING FROM WORK BEING CONDUCTED B THE CONTRACTOR UNDER THIS CONTRACT. GN-4 PLACErlENT OF CULVERTS AND FINAL GRADING OF DITCHES WITH- IP� LI;ITS OF CONSTRUCTION SHALL BE SUCH THAT DRAINAGE PATTERN AS EXISTED' PRIOR TO CONSTRUCTION 1S NOT ALTERED. DITCHES SHALL BE RESTORED AS NEAR AS POSSIBLE TO ORIGINAL LOCATION, CROSS SECTION AND PROFILE. SEE C1.12(7). GN-5 IN DITCH BETWEEN STATIONS 154+00 AND 207+00, SUBSEQUENT BACKFILL SHALL BE CLASS VIII EXCEPT THAT A MINIMUM,OF 90 OF .ASTM D698 METHOD D MAXIMUM DRY DENSITY SHALL BE ATTAINED AND SUCH THAT THE STABILITY OF THE RESTORED DITCH BANKS IS -ASSURED. GN-6 REMOVE, CLEAR AND DISPOSE OF ALL BUILDINGS AND MISCEL- LA14EOUS DEBRIS FROM THE CONSTRUCTION AREA WHERE NOTED. THE SITE SHALL BE GRADED AND LEFT IN � COHDITION ACCEPTABLE TO THE ENGINEER AND PROPS RTC' OWNER. GN-7 CONTRACTOR SHALL OBSERVE NECESSARY PRECAUTIONS TO PRO— TECT OLYMPIC PIPE LINE COMPANY'S HIGH PRESSURE OIL LINE ADJOINING THE WESTERLY MARGIN OF PUGET SOUND POWER —AND LIGHT RIGHT OF WAY DESIGNED C G DRAWN 0 L 0 r CHECKED C JG METROPOLITAN ENGINEERS M E BROWN AND CALDWELL CARE Y AND KRAMER HILL AND INGMAN R W BECK AND ASSOCIATES MUNICIPALITY 0 F_ - SUBMIT T E D Design Eng-m -Metropoliton Engmetrs RECOMMENDED APPROVED Project Engineer tropowon Enginetrs Chief En9ir N 0 T E S SPECIAL CONSTRUCTION NOTES - SECTION 1 Sly-1 COORDINATIOA AAD SUBMITTAL TO PUGET SOUND POWER AND LIGHT OF SCHEDULE AND DETAILS OF CONSTRUCTIOA (SEE C1.21) BETWEEN STATIOd 16+10 AdD 23+30 SHALL BE THE FIRST ORDER OF WORK. SN-2 FROM STATIONS 73+50 TO apt*5J, EXCEPT IN ROAD AREAS, SUBSEQUENT BACKFILL SHALL BE CLASS VIII SN-3 HOUSE 1015A SHALL BE TEMPORARILY MOVED AND SET UP WITH— IN CONSTRUCTION EASEMENT IN A MANNER ACCEPTABLE TO THE ENGINEER WITHIN 3 WEEKS OF DATE OF NOTIFICATION BY ENGINEER. SN-4 HOUSE 1015A SHALL BE DEMOLISHED AND CLEANUP ACCOMPLISHED WITHIN 3 WEEKS OF DATE OF NOTIFICATION TO DO SO. SN-5 BETWEEN STATIONS 5+00 AND 9+00 THE CONTRACTOR'SHALL CONFINE HIS OPERATIONS SUCH THAT MINIMUM DISTURBANCE AND IMPACT ARE IMPARTED TO THE AREA. SPECIAL CONSTRUCTIONd NOTES — SECTION 2 Sl -�6 PROVIDE. ► OT IF ICAT ION TO THE TRANSPORT STORAGE A40 DISTRIBUTIOA COMPAIIY 2 WEEKS PRIOR TO CO14- STRUCTIOR ACROSS THE DRIVEWAYS AT STATIONS 163 + 00 AAJ 167 + 00, CONSTRUCTIONi ACROSS A►ID RESTORAT IOA OF THE DRIVEWAY SMALL BE SCHEDULED SUCH THAT ONE OR THE OTHER IS AVAILABLE FOR UNRESTRICTED USE AT ALL TIMES. SN-GA PAVING PLAN FOR 74TH AVENUE SOUTH INDICATES 0.15' ASPHALTIC CONCRETE PAVING, 0,30' CRUSHED SURFACING TOP COURSE AND 0.55' GRAVEL BASE. METROPOLITAN SEATTLE A" APPROVED APPROVED -Merropotiton Engin rs For Metropotiton Engineers For MuniCipolity Ot Metropolitan Seattle SPECIAL CONSTRUCTION NOTES - SECTION 3 ALL WORK Iris DRIVEWAY AREAS Od 72ND AVENUE SN-7 SOUTH SflALL BE ACCOMPLISHED BETWEEd 6:00 PM SATURDAY AID 6:00 AM MOADAY ONLY. DRIVEWAYS SHALL BE READY FOR UNRESTRICTED USE BY 6:00 AM Oli MOROAY AND MA I dTAI RED UAT I L F I AAL RESTORATION IS COMPLETE. SN-8 PROVIDE PLUGGED, FUTURE 8" SIDE SEWER CONNECTIONS WITH— IN 6' OF THE FOLLOWING STATIONS AS PER DWO 5: _ STA/OFFSET STA/OFFSET STA/OFFSET 217+27 S 264+64 W 311+02 S 270+66 W 3-k5+00_ E 275+24 W 318+70 232+57 W 285+21 W 324+50 N 237+87 W 291+32 W 327+00 S 243+11 W 297+62 N 330+50 W . 248+27 W 301+72 N 335+30 W 253+42 W 306+27 11 340+10 W 258+86 W 309+65 S 344+90 W SN-9 LOCATION OF FUTURE SIDE SEWER CONNECTIONS SHALL BE 14ARKED ON CENTERLINE BY -A PRESSURE —TREATED 2 X 4 AND A 9—GAUGE GALVANIZED WIRE. (SEE DWG. 5) SN-11 ALL DISTURBED AREAS SHALL BE SEEDED OR RESTORED AS SPECIFIED IN C5.06 AND C1.12(5). SN-12 NEAR 312+75 CONTRACTOR SHALL NOTIFY PACIFIC NORTHWEST BELCIO DAYS PRIOR TO ANY WORK IN THE AREA. SM-13 MANHOLE DROP CONNECTIONS FROMIRI8-47 TO R18-78 SHALL TERMINATE WITH PLUG AT THE TOP OF THE 90° ELBOW. SN-14 PROVIDE NOTIFICATION TO THE CONVOY COMPANY THIRTY DAYS PRIOR TO INSTAL- LATIOR OF TEMPORARY SECURITY F OCE. RESTORATIOA.. INCLUDING REMOVAL TEMPORARY FENCE SHALL BE COMPLETED WITHIN 60 DAYS OF START OF COR-- STRUCTION ON PROPERTY. SR-15 CASIDIGS FUR TWO DEWATERING WELLS, INSTALLED AS DIRECTED WITH A 14IAIMUM DEPTH OF 40 FEET, SHALL BE LEFT hi PLACE IN THE VICINITY OF MH R18H-73 AAD/OR MH R18H-74. CUT OFF CASING 6" BELOW GRADE A► D BACKF I LL. NOTE: DWG 104--A SUPERSEDES DWG 104. AS CONSTRUCTED MAY, 1977 AUBURN INTERCEPTOR 777FtiC R218H RENTON BENCH MARKS AND SCALE SYSTEM CONSTRUCTION NOTES NONE DATE AUG. 1974 88S 38/9 �R F. wi O� °F w4sN� yc O 0 7c H � oFc/S T ES�Q`�� %ZONAL DRAWING NUMBER 3 SHEET NUMBER 3OF 37 4 of 23 0 w a w U METRO STANDARD LOCKING FRAME AND COVER CONCRETE AD- JUSTING BLOCKS ECCENTRIC CONE SEE DETAI L A/4 SEE NOTE 4 PRECAST SECTIONS OR POURED IN PLACE MORTAR MORTAR SHELF - SLOPE I" IN 12" (TYPICAL) ww w �_ �' o tz co N =z 0 Q w — = cn w w O J Z U w cn SEE DETAI L A/4 PRECAST BASE, OPTIONAL PRECAST BASE, OPTIONAL STANDARD TYPE A MANHOLE 8" TO 21" ( INCLUSIVE) tor' 6-0 DIA METRO STANDARD LOCKING FRAME AND COVER CONCRETE AD- JUSTING BLOCKS ECCENTRIC CONE PRECAST SECTIONS OR POURED IN PLACE PRECAST RE- DUCING SLAB J ` j 'T. J.. _. SEE NOTE 4 PRECAST SECTIONS OR POURED IN PLACE MORTAR TYPICAL LATERAL CONNECTION - CROWN ELEVATION SHALL MATCH THAT OF SEWER UNLESS OTHERWISE NOTED MORTAR SHELF - SLOPE I" IN 12" (TYPICAL) O z to 7'-10 OD m 1" Il rl A f1 BELLS FOR PRECAST BASES SHALL BE INSTALLED BY BASE MANUFACTURER i i i ,y DEFLECTION ANGLE (6) OFFSET DIMENSION W 8"- 21" 24"-30" 36! 42" 48" LESS THAN 350 0 0 0 0 350 TO < 55° 3" 4" 3" 2"' 550 TO < 750 6'" 8" 6" 4"' ° AND LARGERI 10"' 121" 1 0"' 6" PLAN -TYPICAL CONNECTION DETAIL 8" THICK SLAB WITH REINFORCING PLACED 2" CLEAR OF BOTTOM FACE. USE ONLY WHEN AUTHORIZED BY SPRING LINE 2" THICK _---------------- 241' ENGINEER. -- - --- %�� Al h" ?7., w,100, REVERSE WYE -DROP � ' PIPING TO BE SAME 2; TYP I " SIZE AS INTERCEPTED �— /2 DIA BARS SEWER PROVIDE TANGENTIAL ENTRY 48" TO 24" REDUCING SLAB AIMING DOWNSTREAM — i POUR CONCRETE TO GROOVE FOR 48" I i COMPACTED FILL OR MANHOLE SECTION I DESIGNED DRAWN A B CHECKED — MORTAR PIPE INTO BARREL OF MANHOLE - MORTAR DAM INVERT TO STANDARD TYPE B MANHOLE 24" TO 48" (INCLUSIVE) 6,' T Y F ORIGINAL GROUND 8" THICK SLAB WITH � REINFORCINGPLACED 't. 6" MINIMUM CLEAR OF BOTTOMFACE co co CONCRETE COVER 2If TYP 1 to a•Q�a ; i 17 MATCH CROWN OF SEWER �N �Q v-' UNLESS OTHERWISE NOTED SEE S N -13 �6ff 681I 48 PLACE APPROVED PLUG 2fI gII gn v ° Q FOR FUTURE DROP TYP a �___ - ➢ -' CONNECTION ' ON- 5 ff / DIA BARS � N, p.- -- - �-- i s °-- - MORTAR PIPE INTO 5 " Ile_- P --I = BARREL OF MANHOLE 24" _ /g DIA BARS 00 / g 00, o =: p..:- -.�- .► � �'� 2; TYP TYPICAL DROP CONNECTION 72" TO 24" REDUCING SLAB 72" TO 48" REDUCING SLAB METROPOLITAN ENGINEERS MUNICIPALITY 0 METROPOLITAN SEATTLE FILER2,81-I BROWN AND CALDWELL CAREY AND KRAMER SUBMITTED RECOMMENDED APPROVED APPROVED /�+ APPROVED ,�� SCALE NO SCALE AUG.1974 HILL AND INGMAN R W BECK AND ASSOCIATES Design Engine-MetropolitanEngineers Protect Engineer- ropoAton Engineers Chief Engine r-MetrbWitonEngi s For Metropolitan Engineers For Murncipalityof Metropolitan Seattle DATE BELL CAST FOR FLEXIBLE RUBBER GASKET JOINT, TYP CENTER OF BASE REMOVE TOP HALF OF EACH PIPE TO INSIDE CONTOUR OF MANHOLE AND PLASTER BROKEN EDGE SMOOTH WITH MORTAR. TYPICAL OF ALL MANHOLES. 4" FOR ADJUSTING BLOCKS 6" FOR RISERS All #8 REINFORCING � 12• BAR -GALVANIZED LEGS MAY BE PARALLEL OR RADIAL EXCEPT THAT ALL RUNGS SHALL BE SIMILAR IN ANY MANHOLE MANHOLE RUNGS - DETAIL rA 4 NOTES I. WHERE CLEAR HEIGHT IS LESS THAN 7 FEET, MANHOLE SHALL BE CONSTRUCTED AS DIRECTED BY ENGINEER. 2. EXCEPT WHERE OTHERWISE NOTED, 4 FOOT DIAMETER RISER MAY BE SUBSTITUTED WHERE CLEAR HEIGHT IS GREATER THAN 7 FEET. 3. PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPAW 102 EXCEPT WHERE OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT DESIGN DRAWING FOR APPROVAL. 4. ALL MANHOLE RISER JOINTS SHALL BE A RUBBER GASKET TYPE. DETAILS OF JOINT AND GASKET SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 10g5� AS CONSTRUCTEDtt MAY, 1977 RENTON AUBURN INTERCEPTOR SYSTEM SANITARY SEWER MANHOLES r R F. w� J%.12. of waS,y� h 2 �s FcjS T E��\�4� sAONAL DRAWING* NUMBER M 4 SHEET NUMBER 4 OF 37 SSS��/9 5 of Z,5 FLEXIBLE JOINT — ADD OUTSIDE CAGE OF �, SEE DETAIL E/7 REINFORCING EACH END 5ET OF REINFORCING— `\ ��'lf SEE SCHEDULE'`\\ X, W P.1. n w - 5 W .sa. 0 ILI it I BOTTOM PLAN ADD 2-#5 x 5'- (TYPICAL 2 P ADD 2-*5 HOOPS AT EACH END TYPICAL ANGLE STRUCTURE AND MANHOLE (ALL PRE —CAST AT ASSOC. PIPE CO.) TOP PLAN ADD 2--*5 x 5'-0 T A B AT 46" RISER AND 2-#5 x 7'-0 T A B AT 72" RISER. TYPICAL 2 PLACES 48" I.D. RISER FOR STD AND 72" I.D. RISER FOR ACCESS MANHOLES. 72" SHOWN (TOP REMOVED). ADD 1- #9 BOTTOM EACH SIDE OF RISER ANGLE STRUCTURE AND MANHOLE SCHEDULE ANGLE STRUCTURE OR ACCESS MANHOLE METRO STANDARD SIZE OF R RCP DEFLECTION MANHOLE W/4e RISER WITH 72" R15ER FRAME AND COVER 1J� w ANGLE 0 O T REINF SETS T REINF SETS ADJUSTING BLOCKS Z LESS THAN 350 3'-0 7 4'-0 8 / rii_ 72Ex 24" EDUCING SLAB W 72" 1. D. 350 TO < 520 4'-0 8 5'-0 9 V) AND 520 TO < 65° 4'-0 8 6'-0 10 4 .1. -� ° ` 72" PRECAST RISER (SEE NOTE 4 DWG 4) 78" 1. D. 650 TO < 1520 5'-0 9 0-0 10 d . ° 82 4 LARGER 6 -0 10 7 —O 12 ;� � NOTES 72" DIA RISER ACCESS MANHOLE SHOWN. FOR `-7 48" DIA RISER REFER TO TYPE A MANHOLE ADD 4-#5 x 6'-O ON DWG 4 12" 12" CTR AT 48" RISER 4 MIN MIN ADD 4 -#8 x 8'-0 7:' M. H.'s. R 18 H -10 48 : 120"0 X CTR AT 72"RISER 9 HIGH BASE SECTION 4 72"0 I -;. RISER. N a :sv- :;;• .- 9' ,... M.H.'5. RISH-28 4 55: 96"Ox :o. Y#57 9'HIGH BASE SECTION�T2"0 A R15ER. . a : A W a :�..... `I #9 aC -a 6",TYP TYP SECTION 5 #4 a► 12" E.F., TYPICAL SECTION 5 M LOAD RCP RCP FORCES ACTING ON SIDE FORCES ACTING ON BOTTOM I.D. TYPE M-KIP FT N-KIPS M-KIP FT N-KIPS 72" M -92 — 9.2 11.3 9.1 0 72" MI02 —10.2 12.6 10.1 O 72" M 106 —10.6 13.1 10.5 0 72" MI i8 —11 .8 14.6 11.7 0 72" M135 —13.5 16.7 13.4 1 0 NOTES: I. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN IN ACCORDANCE WITH A.C.I. CODE. 2. LOAD FACTOR K = 1.8 3. + M DENOTES TENSION ON I N51 DE FACE. 4. + N DENOTES AXIAL COMPRESSION. S. fe = 4000 P51 MINIMUM AND 6000 PSI MAXIMUM. fo. -Fy = 40,000 PSI 7. STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR. 8. EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 9. CROWN OF PIPE SHALL HAVE THE SAME AMOUNT OF REINFORCEMENT AS THE INVERT. IQ CIRCUMFERENTIAL STEEL SHALL HAVE A MINIMUM COVER OF 1". II. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE -STEEL 15 U5ED, d U5ED IN DESIGN COMPUTATIONS SHALL BE THE. &FECTIVE d TO THE CENTROID OF THE STEEL GROUP. 12. Pu SHALL NOT EXCEED Pb AS COMPUTED BY THE A.C.I. CODE. 13. + AS DEFINED BY PAR. 1900, ACI 318-63 SHALL EQUAL 1.0 PRESSURE TREATED 21x 4" PAINTED TRAFFIC YELLO W(WITH DEPTH TO SIDE SEWER STENCILLED BLACK) 0 0 EXIST GRADE PLUG FOR CLEAN -OUT ? � V `mil r� I I 9 GA GALV. WIRE—� i CONNECTION BY OTHERS I � 2" x 4" X i'-O LONG INTERCEPTOR SEWER .]..,6" MINIMUM MORTAR COVER 8" DIA CONC PIPE TYPICAL Y. WASy/yco 0 Q t rD h , z SPECIAL SIDE SEWER CONNECTION —DETAIL o AS CONSTRUCTED'► �FssO ISTE Auj NAL MAY, 1977 RENTON AUBURN INTERCEPTOR DRAWING NUMBER DESIGNED WGG_ METROPOLITAN ENGINEERS MUNICIPALITY 0 METROPOLITAN S E AT T L E FILE R218H 5 DRAWN BLAYLOCK BROWN AND CALDWELL CAREY AND KRAMER _��.� TYPICAL ANGLE STRUCTURES, MANHOLES SUBMITTED RECOMMENDED APPROVED APPROVED ' APPROvED ? SCALE (� SYSTEM SHEET NUMBER CHECKED W_ GG HILL AND INGMAN R W BECK AND ASSOCIATES Design Engineer -Herr ol�+on n sneers Proec�.En sneer rro oaron En �nec.s C�Kf n m r-Merropdiron En sneers For Merr iron Engineers For Mumc� olit of Metro Iron Seortle NONE DgTE AUG. I�/74 AND M LOAD RCP 5 OF 37 '9 9 E 9 I 9 P 9 9 4 oPa n9 P Y Po 88S3819 6 of 23 ... J A SET OF 4 GROUT HOLES SHALL BE PROVIDED AT 54-0 O.C. FOR GROUTING OUTSIDE OF PIP" JACKED RCP— SE SPECIFICATIONS 3/41 ANCHOR BOLTS AT 18" O.C. AFTER PIPE IS JACKED IN PLACE, GROUTING THROUGH ALL GROUT runt cc is ocn1 1IRED. IV2"MIN DIA HOLE (TYP) CARRIER PIPE ALTERNATE 1 ALTERNATE 2 A JACKED PIPE SECTION — DETAIL VAR AS REQUIRED 8" MIN %21 STIFFENER �' PLATE AT 18" O.C. %2' ANNULAR BEARING It CIRCULAR CUTTING HEAD—%2" MINIMUM 3/411 DIA FLAT HEAD CAPSCREW @ 18"O.C. CASING PIPE SHALL BE AS RE4D BY PERMIT REQUIREMENTS OR CONTRACTOR'S METHOD OF OPER— ATION, WHICHEVER RESULTS IN THE HEAVIER SECTION. PROVIDE %2" DIA PIPE NIPPLES SIMILAR TO THOSE IN DETAIL B/6 FOR LUBRI— CATION OF OUTSIDE OF CASING PIPE WITH BENTONITE SLURRY. FOR GROUT HOLE LOCATIONS AND GROUTING OUTSIDE OF CASING PIPE, SEE -ALTERNATE i FILL WITH GROUT AFTER PIPE ue¢ FLFFN PLACED FILL WITH GROUT AFTER PIPE HAS BEEN PLACED CONTINUOUS GREASED SKIDS - CREOSOTED DOUGLAS FIR 3/8" ASBESTOS MI LLBOARD FOR JACKED SECTION ONLY, TYPICAL. PROVIDE EQUAL BEARING ON BELL AND SPIGOT ENDS-7 �^ 1/21 DIA PIPE AT 18" O.C. WITH e O NIPPLE FOR LUBRICATING _ - ^ OUTSIDE OF PIPE. LUBRICATE WITH BENTON ITE SLURRY SUGGESTED CUTTING HEAD FOR JACKED PIPE DETAIL B VAR TUNNELED OR JACKED SECTION , 3 *4 U 3—#4 HOOPS —� ONE PIPE /I LENGTH END OF CASING AND PIPE JOINT 1 I -'14/v-, X. 1 1 I 1 1 1 - I I ( I I 1 . 1 a TYPICAL JOINT FOR JACKED PIPE DETAIL VAR '. A. 1 I 1 1 I I I 1 2 0 2 J Z w (Q� V �a OD H TRANSITION CLOSURE 100" TUNNEL SUPPORT SYSTEM I. 40 RCP O.D. + 14" MIN CONTINUOUS GREASED SKIDS - CREOSOTED DOUGLAS FIR TUNNELED ALTERNATE DETAIL rD_"� VAR WHERE REQUIRED. SEE DETAIL F/7 CASING 4 —*5 x 3'-0 --/ #4 (alb 12" EF rj_"� KE�/ E TUNNELED OR JACKED TO TRENCH TRANSITION -DETAIL vAR DESIGNED WWG DRAWN BLAYLOCK CHECKED WWG METROPOLITAN BROWN AND CALDWELL HILL AND INGMAN R W ENGINEERS CAREY AND KRAMER BECK AND ASSOCIATES MUNICIPALITY SUBMITTED' Design Engmter - Metro icon Engineers RECOMMENDED Protect Engineer Q tC� 0 APPROVED Chief Englr tropo�ton Engineers - O o . - e U #4 (ai 1211 a 43 #8Cc�1211 13 Ile CONSTRUCTION JOINT SECTION s METROPOLITAN SEATTLE 0, J r SCALE NONE r a APPROVED APPROVED - Metropotiton Eng' eels I For Metropolitan Engineers For MuniUpality of Metropolitan Seattle 4"x0 S2E LAGGING PLANKS OF RIB SIZE W4 x 13 MINIMUM - CONSTRUCTION GRADE DOUGLAS SEE SPECIFICATIONS. FIR,1500f PER W.C.L.A. GRADING RULES. PLANKS SHALL BE 4" NOMINAL THICKNESS S4S. 3'—O JAMES STREET CARRIER PIPE 4'—O WILLIS STREET PROVIDE A SET OF FOUR 11/2" (MIN) DIA HOLES AT 8'-0 O.C. FOR GROUTING BETWEEN THE CONSTRUCTION LINING AND GROUND. HOLE DEPTH SHALL BE SUFFICIENT TO PENETRATE THROUGH ANY _PREVIOUS GROUTING TO THE GROUND.. FILE R 218 H OAT E AUG 1974 SECTION 6 K�) 1� lSuv AS CONSTRUCTED t MAY, 1977 �k F. w�! O E (if w4s�'/ x� �Fss G'S T Evk c' \��v )VAL OX DRAWING NUMBER RENTON AUBURN INTERCEPTOR ' 6 SYSTEM TYPICAL JACKED OR TUNNEL DETAILS SHEET NUMBER 6 OF 37 88S38/9 7 of 23 GENERAL STRUCTURAL NOTES GENERAL GI SCOPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AHD APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIOAS TO TEF CONTRARY. G2 APPLICABLE SPEC FICATIOAS AND CODES. CONSTRUCTIOU SHALL BL I:' ACCORDANCE WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE EXCEPT WHERE OTHE=;,APPLICABLE CODES, THE FOLLOWING MOTES OR DRAWINGS ARE MORE RESTRICTIVE.. G3 ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS 0A THESE PLANS ARE THE PRIORITY DESIGN; HOWEVER, ALTE141ATIVE SYSTEMS AND DETAILS MAY -�E USED IF THE CONTRACTOR SUBMITS PLANS WITH SUBSTAi TIATING CALCULATIONS AND TEST DATA THAT ARE .'ACCEPTED'BY THE ENGINEER, G4 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS OI THE COMPLETED STRUCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. STEEL STl CODES AND SPECIFICATIOIS. STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS AS CONTAINED IN THE LATEST EDITION OF THE AISC STEEL CONSTRUCTION -MANUAL. L ST2 MATERIAL. A L STRUCTURAL SHAPES, BARS, PLATES AND SHEETS INDICATED Oil THE DRAWINGS SHALL BE STEEL MEETING ASTM A-36 SPECIFICATIONS. STS WELD-1-A. ALL WELDING SHALL CONFORM TO A.W.S. CODE FOR- ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDERS SHALL BE CERTIFIED BY THE CITY OF SEATTLE BUILDI-IIG DEPARTMENIT :OR APPROVED. EQUIVALENT_ ST4 ENCASED STEEL. STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE GALVANIZED OR PAINTED - AND SHALL HAVE A CLEAN SURFACE FOR BONDING WITH CONCRETE WHEN IT IS CAST ALUMINUM Al SPECIFICATIONS AND CODES. ALUMI NUM CONSTRUCTION SHALL BE IN ACCORDANCE WITH ASCE : S SPECIFICATIONS FOR STRUCTURES OF ALUMINUM ALLOW 6061-T6. CONCRETE C1 APPLICABLE CODE. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION ACI BUILDING CODE (ACI 313) C2 RE-STL DETAILS. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI-315 LATEST EDITION. C3 DESIGN STRESSES A.- PRECAST CONCRETE 5, OOa 4PS I ULTIMATE COMPRESSIVE STRESS AT -28 DAYS, EXCEPT AS NOTED. B. TREMIE CONCRETE SEE SPECIFICATIONS. C. CAST -III -PLACE CONCRETE - 3,000 PSI ULTIMATE COMPRESSIVE STRESS AT 20 DAYS. _ 0. REINFORCING STEEL TENSION DUE- TO FLEXURE, INTERMEDIATE GRADE - 20,000 PSI. C4 CONCRETE COVER. CONCRETE' COVER FOR 'REINFORCING BARS SHALL BE AS SPECIFIED ON THE DRAWINGS. COVER NOT SPECIFIED SHALL BE AS FOLLOWS WITH MIdIMUM COVER OF ONE BAR DIAMETER: A. CONCRETE CAST AGAINST GROUND - 3" B. CONCRETE TO BE IN CONTACT WITH SEWAGE - 2-1/2" CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL - 2" .C. D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER OR CLEAN WATER -- 2" .C5 DOWN, REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. CG BAR SPLICES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH OF LAP SPLICE OF BARS OF DIFFEREI4T DIAMETERS SHALL BE BASED 01-1 THE LARGER DIAMETER. BAR SPLICES PAY ALSO BE MADE BY WELDING IN ACCORDANCE WITH THE,SPECIFICATIONS. C7 ST NINDDARD HOOKS. BARS ENDING IN RIGHT ANGLE BE�JDS OR HOOKS SHALL CONFORM TO THE REQUIRE- MENTS OF SECTION 7.1, ACI 310. co CHAMFERS. EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS ��ND EDGES SHALL HAVE 3/4" CHAMFERS. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS., Cg SST UCTION JOINTS. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE'APPROVAL OF THE ENGINEER. IH WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED IN THE CON- STRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS. DESIGNED : GG METROPOLITAN ENGINEERS DRAWN GB BROWN AND CALDWELL CARE Y AND KRAMER WGG HILL AND INGMAN R W. BECK AND ASSOCIATES SUBMITTED Design Engineer -Met CHECKED W� ADD BARS EQUIVALENT TO REINFORCING CUT AT OPENING #5 TOP AND BOTTOM MINIMUM NOTES REINFORCEMENT IA OTHER DIRECTION NOT 3 ---- SHOWN, BUT SHALL BE TREATED IN THE SAKE MA4NER AS BARS SHOWN. FOR CIRCULAR OPEN- ING, W=DIAMETER. ALL OPENINGS LARGER THAA 10 INCHES IN ANY DIRECTION SHALL CONFORM TO DETAILS A AND B, DWG. 7 /�5 x 4'-0 TOP AND BOTTOM EACH CORNER ADDED REINFORCING AT SLAB OPENING A VA R 15�8 ' _ e TREAT THIS AREA - ° _o m T m o _ BETWEEN RE - STL _ p WITH A RETARDANT - a G vc o :o_ �� I� -~m :0- a o� o. VERTICAL HORIZONTAL C TYPICAL CONSTRUCTION JOINT vAR GASKET 2 — #5 HOOPS 6" _MIN. BUT NOT LESS THAN SPIGOT LENGTH PLUS 2" --SIZED JOINT SLEEVE.('/4 MIN.THK) —.CLEAN AND COAT EXPOSED FACE WITH TWO COATS OF COAL TAR EPDXY RESIN COATING. PITT. CHEM.TARSET -OR INERTOL PDXITAR 15 MIL MIN THK 3/8"ASPHALT IMPREGNATED PREMOLDED JOINT"FILLER FIELD APPLIED MORTAR TO SPRINGLINE i8"MAX 12"MIN P "4 o O a o- b .O 0. -t-I — Al 01 Id II I I� I I I ,p 2-12 L 3" x 546" STIFFENER RING 2 —#5 HOOPS STEEL JOINT RING CAST IN BELL FLEXIBLE JOINT AT STUCTURE rE �AR LOADING BLOCK MUNICIPALITY 0 RECOMMENDED APPROVED �e Engineers Project Engineer - Iropoklon Engineers Chief Errffg,n P = I.D. IN FEET x 4000 LBS `--SUPPORT BLOCK J rH JOINT SHEAR TEST �AR METROPOLITAN SEATTLE SCALE APPROVED r - APPROVE NO SCALE -Metroaoliton sneers For Metropolitan Engineers For Municipality of Metropolitan Seattle 1- * 5 EACH FACE UNLESS OTHERWISE NOTED TYP : _ 1- #5 EACH FACE UNLESS DTHERWISE NOTED TYP. i - '5 .x 4'-0 EACH FACE EACH CORNER E D REINFORCING AT WALL OPENINGS B ADD VAR 24 DIAS OR 2'-QMIN I _ 24 DIAS J _ I 24 DIAS O d V v 0 a• _.a ONLY WHERE THIS =_WALL NOT SUBJECT 4 b _TO BENDING rD REINFORCING AT WALL INTERSECTION - vAR NOT TO EXCEED 12'--0 i2" I VARIES I 1.21 #4 @ i2"ALL AROUND __ -#5 HOOPS@i2e A O .o O A p• 4 D c a°. ' A 1 # 5 HOOPS @ 6" CLOSURE rF �AR PRECAST BULKHEAD i G" STRUT AS REQUIRED TO SECURE :BULKHEAD IN POSITION G _T__EMPORARY BULKHEAD �AR TYPICAL RCP NOTES 1 CEPI_Jt1HERE NECESSARY_ f-OR CHARGF_ Id ALI GNMEi4L_ _ JOIKT APS EXCEEDING 7/03INNCH WILL NOT BE ACCEPTED. IF PERMITTED BY THE E►lG I VEER, THE CONTRACTOR MAY .CORRECT TILE DEFECTIVE JOINT BY ADJUSTINGOR REPOSITIONING THE ANON —SHRINK DRY PACK PIPE. SEE TYPICAL RCP NOTE 3 2, WHERE JOINTS ARE PULLED FOR CHANGES IN ALIGNMENT AS rj_,4� INDICATED ON THE PLAN AND PROFILE, GAPS EXCEEDING JOINT FILL �AR 1-1/4 INCH OR THE. "A" DIMENSION MINUS 1/4-INCR WHICHEVER IS SMALLER, SHALL BE FILLED AS SHOWN. "A"= 13/8" MIN T/2 ± 5%G 3. ANY JOINT WHERE LEAKAGE EXCEEDS THE ALLOWABLE SHALL SEE NOTES BE FILLED AS SHOWN. °°- .a' 4. JOINT GAPS TO BE FILLED SHALL BE SANDBLASTED TO RE- 9� MOVE ALL LAITANCE PRIOR TO FILLING. F. ° " IN LAYING TOLERANCE SEE 4y �0 ON 0 M _ [*--7/6 MAXI TYPICAL RCP NOTES tt AS CONSTRUCTED �i`��i �0 4� TYPICAL .RCP JOINT K MAY, 1977 'rS�oNALE� �AR AUBURN INTERCEPTOR DRAWING'NUMBER FILE R218H R ENTON GENERAL STRUCTURAL NOTES, S 7 SYSTEM DETAILS AND TYPICAL RCP DETAILS S7 ETOFUM3 OATS 7 885 38 19 8 of 23 INSIDE OF RCP PRESSURE GRADE IGAS S/OE SLOPES TO BE DETERMINED BY C O N T RA CTO)? ----- SEE NO TE 1 ROAD RESTORATION WHERE RE-0 U/RED - rSEE' T YR SEC TIO N I�I�,i��i ii:► I � II i'�II will liz UNLESS OTHERWISE NOTED SUBSEQUENT SACKFILL SHALL BE CLASS IT UNDER PAVED AREAS, CLASSY UNDER UNPAVED ROADS AND ROAD SEIOUL DERS, ANO CLASS -ZIZ- EL SE W14ERE. SEE NO T E 4 SI bE SLOPES TO SE DETERMINED By CONTRACTOR 'III-fTl lTi N !_ INITIAL SACKPILL SHALL BE - , CLASS 7ZI UNLESS OTHERWISE /VOTED BEDDING SjYALL BE /000 P S I �, , ' i / l O •• "• 0• . a . . • •, ; ' �� CONCRETE UNLESS OT14EW15E 4 ND TED 4 , 4 O. D. t a' O M/N, H- DEPTH OF EXCA VA T/ON BELOW BEDDING AS SHOWN ON PROFILE, CLASS � SACKFI L L EXCEPT TYPE M MATERIAL SHALL. BE [./SED TYPICAL UNRESTRICTED TRENCH SECTION ROAD RESTORATION WHERE REQU/RED - 5 ....... __., .w ... _ . TRENCH SUP, SYSTEM W HI NECESSARY O. D. + 4=O �✓IAX. F UNLESS OTHERWISE NOTED SUBSEQUENT BACKF'/L L SHALL BE CLASS II LINDER PAVED AREAS, CLASS 2T UNDER UNPAVED ROADS AND ROAD SHOULDERS, ANQ CLASS TV ELSEWHERE. SEE NOTE 4 INITIAL SACk'PILL SHALL BE CLASS IZI LIAIL E55 OT/-/E'RWISE NOTED BEDDING SHALL BE /000 PS/ CONCRETE UNLESS OTHERWISE NOTED H- DEPTH OF EXCAV,ATIOAl SELOW BEDO/NG AS SHOWN ON PROF'IL E. CLASS .g SBA C*V F/L L EXCEPT T YP E M MA TER /A L. SHALL SE USED TOE PENETRATION AS NECESSARY TO SUIT GROUND CO ND/T/DAIS TYPICAL VERTICAL TRENCH SECTION SUBSEQUENT SACI<FILL SHALL BE CLASS INITIAL BACKFI L L 514A L L BE CLASS 17 I80o TYPE A MATERIAL•- SEDD/NG -SEE SPECS. - 3 0"0 C. M. R. --� SMOOTH BORE S TO R44 DRA I N SEE NO TE 1 ROA 0 RES TORAT ION WHERE REQUIRED SEE TYPICAL SECT/OAI L.A. U. t .3 — f:0 /Y/A X . UNLESS OTHERW/SE /VOTEO SUBSEQUENT SA C/ICF/L L SHA L L BE CL A SS IT UNDER PAVED AREAS, CLASS ZT UNDER UNPAVED ROADS AND ROAD SHOULDERS, AND CL A SS = ELSEWHERE - SEE NOTE 4 - INITIAL SA CKF/L L SNA L L BE CLASS _W UA/L.ES'S OTHERWISE NOTED 140TES : lr THE TRENCH WIDTH AT THE TOP SHALL BE WITHIN THE R/W AND AS DETERMINED BY THE CONTRACTOR TO SUIT HIS CON- STRUCTION OPERATIONS. TRAFFIC FLOW AID PROTECTION OF ADJACENT PROPERTY ARE T14E CONTRACTOR'S RESPONSI- BILITY, 2, THE CONTRACTOR MAY USE ANY OF THE INDICATED TYPICAL TRENCH SECTIONS FOR THE EXCAVATION OF ALL SEWER WORK UNLESS OTHERWISE NOTED. 3. THE HEIGHT It AND THE SUPPORT OF THE VERTICAL SECTION SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS. 4. THE ENTIRE TRENCH SUBSEQUENT BACKFILL SHALL MEET ROAD- WAY CLASS REQUIREMENTS WHEN A PORTION OF THE TRENCH FALL WITHIN ROADWAY AREAS. 5, EXISTING CONCRETE AND ASPHALTIC CONCRETE PAVING SHALL BE PRE-SAWCUT 2 FEET BACK FROM EXCAVATION OR RESTORED FULL WIDTH WITH 1" ASPHALTIC CONCRETE OVERLAY (60' WIDTH AT 1i ,�'.' !-ROSSIIJCS) . 6. RESTORATION SHALL BE APPROVED EQUAL TO OR BETTER THAN EXISTING PAVING. BEDDING 514A L L E3C /000 PSI CONCRETE UNLESS OTHERWISE NOTED H- ,DEPTH OF EXCAVATION BE -LOW BEDDING AS SHOWN ON PROFILE- CLASS = SACKFILL EXCEPT TYPE M MA TE R/A L S'HA L L SE USE 0 TYPICAL SEMI -CONFINED TRENCH SECTION EX/STING STREET GRADE SAWCLIT OR1"0VERLAY OPT/ON- SEE NOTE 6-7 7 r TRENCH SECTION io2 STA.40+43 TO STA.44+41 4IMIT5 OF TRENCH EXCA VA T/ O N Q v iW I (� J �J rQ IN� v 1C I�WL i Q j ZW'�c l'-yCO 2// CLASS B ASPHAL TIC CONCRETE PA VEAIENT 4" MIN. S/t3 /' CR USfJED ROCK I 5=2.78% �i I\—CuRe (WHER�E_j �EXIST/NG) FOR SA CKFIL L SEE THE NCH SECT/DAIS TYPICAL ROAD RESTORATION SECTION 2 VA R TYPO D -MINIMUM REQUIREMENTS -SEE NOTE 6 Zrl, .3'� CLASS ,B ASPHALTIC CO/VCRE TE RAVING 6 , GRAVEL BASE \-- FOR BA Ck'F/L L SEE TREAICH SEC TIO AIS PAVING RESTORATION SECTION 3 301 STA. 202 + 50' TO STA. 214+ 60 } SEE NOTE 6 1a� AS CONSTRUCTED tI MAY, 1977 GAR F. 4 °F WAsy�� to 0 !� (�CIS EV ss�oNAL ENS\ DRAWING NUMBER DESIGNED CJG METROPOLITAN ENGINEERS MUNICIPALITY 0,F57 METROPOLITAN S E AT T L E FILE R218" RENTON AUBURN INTERCEPTOR 8 DRAWN DLO BROWN AND CALDWELL CAREY AND KRAMER TYPICAL TRENCH SECTIONS AND SHEET NUMBER HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED RECOMMENDED �O��s APPROVED APPROVED r APPROVED SCALE NO SCALE AUG 1974 SYSTEM S T C M RESTORATION DETAILS 8 37 CHECKED C Design En9m Metropomon Engineers Protect Engineer Metropowlon Engineers Chief Engine r-Metropoliton Engi eers For Metropditon Engineers For Munic,polity of Metro mon Seottle DATE OF 8853819 9 Of 23 885 3 8 / 9 ,4 .S B U 1 L T' is DR01:1 CONK. -, �4 .1E!'L' Sri. A •- '.Fw' .oP � :K ... ,. Z ,-ioo. I ---- ----------�--- STA-/yb-fgY.6i Iu /33, 626. 93 /,650,647.63 � 8"DI?O" CONK. / S Q FF- 3 ATEG.�:D=�qp4 � EST 39.4 1�1I-- 44.2 / 44 43.5 T A41 e \��°o CONS \TEMPORARY, / O./7 LT. \ 42.3 42.8 cc� %' ?�' CO NTIIV L)0LiS\ 5 E-CLj / SPEC. M. N. 1?/8H- 4¢ °'.2 STa 202 +4 /. 7¢ s FENC4 7' C'A/Al- L/N/< W/TH (' 1' 3-STRAND BARBED WIRE PT09-- /V /;j 3,0 35. O / -- - `�� `. �A E"/,650,63�.45 �. "'J,. F snl-7, CWG.3 FO/? ASB�rL7:14� �a 5 ACCESS FiTA.e,0`14-64&3 h R/8f/-48 Al /32 2/¢. 04 o °o i \�D\ '48, 67, m 30 F /0 0 _. - -- _ 0 202 20 4 206 208 2/O 2/2 / �wi• l9(0 /98 2 00 AUBURN INTERCEPTOR SECTION 3 , 3 0 1 METROPOLITAN S E A T T L E FIEr�z�BH r�cNTo ,. :.E.. M U N I C I P A L I T Y O F _ SYSTEM ST/�.196+25 TO STA. 219 + 00 2 7 37 ctj6 METROPOLITAN ENGINEERS -J 'f //- ( r iwl �ROvf D _ S. nf'f ROvf l) l - AS nATI _ �.I�r ��; I., ;�.I ��,1a�/�_�. • _ r,l��lr;��l D�—� _� Y f� NOTCD AUG 1974 DLO .,f. � 1 a it !r i+E �,rv1M1 r�Dl _ �, .• SUHMi T T ED +,,• -1 •,i n ii Al.l•r' 'i1p �11(;il F nt)inPRlti for Metro Folitpn E ngin PerS f.Or MUnii ](:IJ Of Me1r0>>IitOn t'a111e �� 88 S 38 / 9 �23 C J G tili l_ AND INGMAN R W E3ECK AND ASSOCIAI ES DeS,gn Eng, r- MetropolitanEngineers f'r��it'c+ f nq�ne,�r�1!%rrnpn��an t iul�rieer', �. e q CHE=CKED ------ PREPARED BY THE OFFICE OF H.G. CHICKERING JR., CONSULTING PHOTOGRAMMETRIST INC. EUGENE, OREGON ir-) " d' c- .0-.n A /A I CA < T. 43 O 43 6 ----- — 9.1- - 44- _ -- 44 �r 4 6 1'. 42 !, 6 r `, II , 3 /7-00 W 43 O M• N. \4�4 2STA.2570. d l o /V /291580. 49 6-4 6 5/, 677 99 4m N_ z E 1 651,500 -TSTAa0 469.45 . I �ut ,r .3 03s, �FO/� SEED/VG %,r o86.3d .,, 7�rw I I �- 41.0 =' _J M• WE 20 /0 W1 GJtJ G JG C-..j T _ AUBURN INTERCEPTOR SECTION 3 3 02 � r..i. cV�-7 1/IETRCtPOLITAN ENGINEERS MUN ICIPALITY OF METROPOLITAN SEATTLE E�IE R_218,", _. RENTON OL O E� F �\ f`� t ; r- t �\ 1 t= / J C/ Al'>c�ovE D G��l1. E SYSTEM STA 219 +00 TO STA. 247+ 0 0 E . ` E',.•- ,'�JI`; t��l ( 111 t)Yl t I t / ( / -a •• f?t ('UMh1E WOt l a/ II� �r �_�- ( I r� w E3rcK AN suE3MiTTED��r nc�c`i�t)vEI) s�� -� ifs / Ac`c>c�OvF11 AS NOTED AUG 1J74 28 37 feECKED c" tilt l i1�,-, II`J�i(1/I/1nJ _ n nJs(J�1i1T�5 DesignEngin�r-MetropolrtonEngineers 1lr,)10(? fwpnee(/MetropohtonI6(pne�e: (tl,(, E 1 F•r 1etroprrhtun Engneers EOr Metropohton Engineers For MnncPoftyof Metropohton ;enttrp DATE _ OFFICE OF H.G. CHICKERING JR. CONSULTING PHOTOGRAMMETRIST INC. EUGENE, OREGON 8853819 /� O� �� PREPARED BY THE 0 � , C70 i 44.1 447 44, I . 51' 5TA• 270* 69 IUP TO EL 3 / 2 C i - 60 81 9 46 ------------ - -�- - ---- -- -- -..- -_.- - - - -.._. N/.4/NT.A/N ONE-WAY TRAFPIC /5 C/. 16 - -- 746 - - --_.- - --- - -- -- -- _ _ --- ,1_ - Z ..-L�74-rT41�lS-f- sT-�=4.72- ��----- - a 31 2 �- - -- __/ R:UP _C ONiY1_E'A5 7-=BOTH__VP -TO ��T6�- • - 4 - ---- --- _ - -- 011 c Ll I . f- -'- 44.7 44.7 PROVIDE /2" OROP 'n C ONN. Et 32.01 M. /H: R/8N -5-9 57- 272�• 96. 54 6. By VV51,500 44.4 E /,6,5/, 6/O. 82 Ti1"1 _ _ 5 U/L T at STA %684 • / STA 272 34 3 � \` ' �� FC�R SEEDIn/G OF AS f.3 �J/L T � - - - --- 8 _ '0a . I Q �. 1�, �PI�TUR�BED AK6,ms 5TA. 250f 85. g2 \ AUBURN ClTzY' SSgB26/-� 7 •02 6TA.267+55'.02 I i 53 LT O. 53 LT Qa S,EE SN-//, O,' 3 o O. 56 RT. / (� 4., .,.I 44 7 44.3 I O .� / o. ,�, L T 43.0 42 / 2 7 , 76 , o�..g3.0 O 4 - , n/ �/ o VS 3 7 9 Q Q ! �I ' O •2 2 42.1 • O' \�. 4 1 3 41 . 9 11 . B 4 �' E 6 /j 6 L> / 9 - - T I ,, �..,\ O w 42.1 42. S Q1 12.2 42-4 _ 1n, . - 1 8 I� I I 15 GERM ESMT ,•} , 42.9 �l 143.0 ,3.i1 N 42 1` t - r y NI N; Qs Gv/LT I' a \� ii FUTURE DMA &AGE • = _* •-� Z I C AI C Li r317r%KrrAI r_ 1^^1 /C 7ITI/••AI :111_ 1^1 STA. 2 7+ 56.55 Z I I 1, �I`• v --III A A/A/c, P9 - ,! SO WE - / r \\ 43.0 43 4 a3 B 44 a3 9-��/ a3.a _ .,.A 42.8 a2-T 42.8 I 42 .7 43.0 43 7 J 43�.7 43 2 43 8 \ 44.2I ..2 -.:-' .-43. I- a - 43 2 4Q 43.� 45.6 43.13 J 1 - -.-.- - _ _._ • .___ - -.r - - • __.• ,_..._3 ._•---._-•-----y \_ -T _ .__ _-_-_ ____-_- - _ _. _.._• ._ - _ 48 LU c. • - B m , r m o a v n - � r V 41. T. f' P R. R n ------- - 8q, S.S. DOP 4z 6 42-3 R- 42.6 - VDROP - - -STA 5 t _ --` • ---- •-� - --.- _ 3 35 - - �J• - - - - ---- - - - ----- - --'t" ./�J-------- - - --- r 1 = == --' - !=-� � P. Iran r � d P .0 _ �=-- _-.- �_,.,,.�- �-��- 47 46. �l7 T ° /- ✓" � � 1 4fV�! �,♦ OP47T ONN 48.1 - - --- - __ _ ---- --- - - -_=___ =--46 E' S'O U D L . C 07,7 �' F : F2( -- - - _ 53 ._2 _ - ---- TtT - L _ -- _ ---- ---- - - -1---- - _ T --- - - --. _---- -_ -___ _.- - - -- �- - .-- -_ - J� -- - __ l �T.SIT - L.. L- V /.4 2-5 46.2 - ---SEF-C7N_ 7� D%i�%3c�- _ -10-Et 30: 67 - 42- `�--------- - - - ---- - - z_ 'xl'.9t- - ---sz. s 43.3 - - 44 - -r - T . __ _ _ - - - - - - - - - - - - - - - -- - -- - - - - _ Q - ---- - _ ,._ _ __ _ I _� _ �._ ._�_ _.____�_____ __ Y /4',20�� ____ _ _ __ - 42-41 a-- _ -- _ - Q _14 Q �J I ( 42 6 �h 9:i 9 3 42.1 43.6 43 2 1 / _.43 2 43.1 4 - - - - i - •i7. 9'/ c ,/ I I/ „ B95 0 . „ un B96 , „ h I s / - /7M°ob w ® s I /7. 00 W ® S /- /4 /s vv S / /4 /5 w q�0 , - ---- "74 7 5. 00'YRO!//DE /2DRO CONK. EAST` WESPROV/D E /2DROP CO/VN.SEESN-/ 431 442 A 43.4 43 ROi/'/DAZ A 42.7 12 7 42.9 45.142.6 .22 a2' 42.4 ACC4ESS M. N. R1814-55 PROV/DE /,2� �+'''-SErt/E�' C43-0 43.2 43.9 43.5 43.0�./V-�� 76 / f 73.�43/14 41 s/ S TA . 2 5 5 �- 9 8. 4. 3 DROP CON N• 5TA.245+ 70.0/ °`1 - STA• 2504-85,0/ �I N/27,977. 46 DW6.3 DW6.5 /Y/29 0.49 ` A1109,065.62 N�I� N /2�`8 552. 3 3y1//� TOP EL 3/. / ; 6- 6 5/, 6 2. 5 5TA_ 26 t 65 I\ 6- /, 6 5-/ j 6 5- 4z/ 6 4z443.1 93 43. G7 J99 I AS--,�(�ILT,3.1 ,3.0 TOP-'PIL1 33.34 E /j 6 �/, 6 / •/% ' 3•I 42 ,S O/� 6 51,666.46 42.66 42.2 42 l_ L.� .._ 42'. --- i3 ,3.4 I __--- .�., O. 21 R T Z 2� i _ r % .... ....... KIM... 14.3...6, M.. . ............... ; ... PREPARED BY THE OFFICE OF H.G. CHICKERING JR., CONSULTING PHOTOGRAMMETRIST INC. EUGENE, OREGON IIII 01= e. 44.z ' I 44160. 00 44.4 / __---_. 44.4 f /{il. H. R/8N - ,5 TA. 26 8 �-36. 5¢ N/27,315.00 IA C L, 1 1 1 1 T 8853812 50 m2p 13 of 23 0 K rWWJ owl 7-7 s � - a a ^. • � - Y. r ' _ �, :.- � • � a > �. w y wk' .. rr r `�a � � 1'4 : -'� r � u � ,_, � j• • - - ■ ni��+'�� , - :..,;. -�. r y �.� `l �.. T}�-_ r w •s. r3 t j{-� - .•.i•:' � ;,�: •,.. � i M.,. } p coAts V ir. 1O/� .. _ .. - ♦ . ' .n , • r !E'- ' - _ ... � t - ! • ,., -►� a ^,., .:-•. w � `fit» ._ MEN .r y. -/- ♦-R.a.j♦ t+♦ w ( -. �, • N f '" ,Sf». g . `:k' 1lTX ry *.s,e.,a,. Ile — -.., - - ' • f � -• .� , ! . _. < - .• . ,. ». ' gill-. :... ,• .. ._J' ' y^ - ' ? i ' r .i•'/ , '(' �- r I - at,•M• 1 ' 'f... ♦ ti •Y I - fir•, i . ►" 'd, ; r Y ♦ x t it"r , J--� rr .a.. -: «!► t f � r'+�` � r �- ,y.�. � '�( xv - - r, �. _ Yg .� � w. `�� titi s'_ j ••"'"" � �,,... `r,. r�i - t + , �' ,1 - ♦ .•' s ,. _ -_.a1K » i" i , `�`- r T � 1 :.1' .. �+..s :) - _ "I`-P.... �`yj�!11 .. � •�a..". �T-. • ! -s_ .� - - ..•c .r i _ .} f'� Nam+ 96.: . it .r,. t t . !` r .I" . .�. r` '' •' �� , .:-Y T ' - .- `aF:.. - , (! x,� r « t j�-. _ '�••M`•. i. -Y /• ' . rj7 a .tl K».s .. , . _ . , y �; - 1 , 7 r f _ .,. '•'.'r'a_... ,4 �,,'7 w �• _ ^• '`-. i t:;. ._ . 74 4, _ • -! • •.. ,�e �. •[ .Y �•+_ • ,' r . �', j - .i i. « ► 5� .j'i • ♦ ,,. .,. «. a,• =r r *'_•.= • ,,W' Jk•,, x - .31 'W - ?`a .. Y vi ,.4 ,14Y +� r :ta J .alt _I,e , .y - _ 1TMr r + y " di a" = „sr "", `_ x � ' a , .� tl.. 41 r i r i., f{. ' ♦.�•. i' ' kr ; :31! � � it '►- ..� '.r- ;y� �'+-� ,� - -_ ,�M� .. ..,. ram' 'j �wNI..K-_ *.3:`"' "', ` y. �`.. _+,r �a�', • .. ;,.2�--"+,y�, . ,_/''.ay."j%� . ,s - /,� LLL NOTE - 1 d•h►=>. r - - -- - - - — .. r . i.. A / 1 / / L�—_ �. �. .-. .-. . A / A T C- IA/ / T Li AO �. AOF / r AS 8 UI LT � O. 8-2--0- - - - - m b,? M ♦. k re ..- /Vo r-E ,5 CA L C CAIA NGE ON 42.6 rn � w•� �!� `!� Ra1q (3 I I• I' Q 46.H1. rs l 1 '� • yUSH c� - � c F- LD CD J L_, 0- F— yl C. C=7 F_ o LIJ L j L!_J; LL_I Q. : j C) Q <� C C —J • CD �✓ Q LLJ Q_ SO ,N i I /L JCZ ' nCOAAAAiF A/7' i AS 8UIL roR SEE0IAIG SAI-115 .3 A 5 SVI LT STA 308 + 36. /! 0. /Z LT �. N. R18 N- 68 -T A 7 /1 r% . -4 -> !) %/ N E- 1 U � O v O U O Cli LLJ N c� CD C U t-- F-- U U O UJ J Q !� LtJ LL) O I— LL O LLJ LLJ Q c� ca � O t— LaJ O t— J x O LLI C)L- Q ' I i l . BRU`-B RISER I Is .311+06 5�9E OW6 306 46.7 N /24 Q L 'J c /R�O 49.4 cl �50.349.4 _ AS BUILT � 1. 8 0�- -- 49.2 ��I I� STA . 30 g -!- 20. 3 S N 124,5001 _ f _ - I' I I . cJ /yY•� 5TA 3 /O 4 O 9 TOPE,L.44/.63 M 5-0 EEO m _ 2 311 DRAWING NUMPE r: 305 E , %uJ%IJ3E fj 31 �,F 37 15 of 23 - — -'- i-�-— -A5 BUILT ----- — ��' � ON STA 313 +' R 9 94 15' PERM. ESMT; 3114 0c 8" R/SER STA. 3/1+06 r R 15 E R TOP /S A WYE AT EL 41. TOP OF -BEI-L ()A- ) P nP-- 11 E 1,653, 250 V -� Jj V, 4i PRO XE /2 DROP CC)VN. a� SEE', -13��, r�v�l�..� N 49. UP TlJ E L 3` 9.87 i 491 % 49_6 1011?0VIDE 51DE SEWER r r 41�E-c 7- 0 A/ (UP. 151V- owI3a ` bw6' !8 + 6 9 UP J L 38.05 Ce i. r� r B R. 149 9 1 50.6 5 r. r 50 AT E L — 50` ---- �� ' 6 N 2. 6% RT 48 0 49.t 49.3 i 50.7 �� I y} I 30 Tl�+l 5'T. N. f/v R- I I - -- - - i - 5 gar DR `- - \ z � i 50 fj O BRUSN ' / II A�O- /- ` \ v — --- ' ---- -- --- — — --- -- — - ` $ 5�` 315 + O __- — __ 350.7 5 ._ • _ �1 07, � \ �\ I ---1- ------_-_-_--- --- - - - --- - 5O 7 O R E • / G \\ S 5� - TO Q7 '~ -- -- / I �'� 54 - -1 ` o ,1NN \ '�-52-Q_-_ N 125,000 a---.- 51-9.-- --- _ ---St 5 ' ---- --_ - I 51 .4 - - - - _ - - - - 513 Sr r N V 3-Al— _ — - - -- - 7 -----— - � � � I ' 54 3 --- _---- � -j - - - -- -- - l- UPTO EL 34.53 - - - 5a 56, A/. __ a 2 W ` - r .\ I 550 'S.2 5 , �� __ _-�b-- 8� 0�� GO I _ - - J 87 Or7 GO - ---. -.4 55.6 ti E Jill I STA. 3 59— - -- r -- - -- - - - - .,_�....: -- - - - - -- - - - _-- -_ _ �- -- - _ St. .. - =_� ��~ - _ - - _c-49.617T4 499.06r/nT is o ,rSEE SPECS. C'1. 17 — BRUSH � 800- v 8 -- - ✓�. S. �' S R 1 hE - O T h - _ �...> �,� - - 5 TA . 3 / 7 + 6 0 8'" R : 5 E R I ROP 6 1-Il. R /8A-1 - 72SSA 3`'7`'+I `! STA. 3/9 + 77'1P TO EL 40.75Sr_2 2C�' �ERM.ESMT 51.3 Fi �'2a.h �, TOh FL 41.Z3 C'p�/IVE-NORTH STA.32/+49.82io/Ch /'/lit/ C�' w� �I �: I DENSE T FeL B4API3 /1Airl � i/V 124.947. 9/ M 50 7 7C.B N r-� cn rn z F-- d U C O C 7 LLJ C� U O F-- (-�O V) W N c7 t\ � Q� C U F— F--- U U r� rJ J LL LiJ LL! O F— L� O LiJ r) Lij y- O C7 O F — LLj O F— _. L J x O LJ [1. Q 50 40 30 20 /O AUBURN INTERCEPTOR SECTION 3 "r`t� r c.-IG METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN S E A T T L E f,FFR218H_-- RENTON • 306 /��o ��Irl"�yj; t�l`�li �,1�, .'Y, f i '..::I�� Y h1��) Kfillhl' t< l � ., - I ✓ - r >> ---....-.- ��"�/------- � ,/; /.l.�Y, __._._-__. --_. .>l. � f _ _.. SYSTEM STA. 311 00 TO STA.324 00 3�2' �,'h3.7. n + + . SUE3MiTTEO FZFCUMMENDE D _ 1-1 �� nF'f'F?OVFD }_ 1��-' - nF F �tOvf l)_ __ 1 - Af'Ff�OVfU f'._L - AS NOTED AU 1974 Cr1FCKED _C �G F+it_ L AND iNGi� n��; I� W BACK AND ASSOCIATES Oes qn Engr Pr- MetroPo�rton Eng,neers F'r( �eCt (nq,neer, etroponron f nomeers Cn.et F ny veer Merronoi inn i nq veers F nr MP!rnpo�,r0n I ry,neers for Mumnpo ny of Mefropolocin eo++ie F n i c _ _ AMMETRIST INC EUGENE OREGON 8853819 16 of 23 PREPARED BY THE OFFICE OF H.G.CHICK ERING JR., CONSULTING PHOTOGR R�� k 414. •L +F0 {{� 4 �QaY• F, o.. ' j; ;• rA,t. ; v P I� wit � I - I f!l r%-r" I IA CM vi ��' `/ 0 SPEC/A L bf N. R /8 /-I o 5TA 326 -0- /t?� = ". , ? r 4/5't TO L OON 0UTL FT J r S T W UC TUBE E. SEE SPECS. n ob FICAtiiws 7-e M/d2 RCG �p : • � I z I v i 30T ', -- O¢_I PRO V/DE /2 Gj ! �rti Pk'OV/OE /2 .DROP' , s ruaq �VI T14 ! CO/V/vEC T/ 0/V - BULK 14EA0 SPEC /A L 117. H. R /8 N - 74 �3 1 r' !. S' 0- i SrA.328 f/0- 45 �I 14 IV /24 937. 02 S 4 C/,65 99.5-2 - � __ SEE DWG. 3/O - __" -- � E' 1 i •. SPEC/AL M.H. R1634-74 n I ; STA. 328+/0, 45 , /V / E 4, 93 7. O 2 I w SCALE : HORIZONTAL IFF= 50F, VERTICAL Ire- 0 4� 11+' � IOip • � O ok b+ ? 14D vm W� RIM S/. O // lu 30~ T - INV. 44. 0 t RIM 51/. O -* If/ 60 srUB FA 42" CLA SS �]Z- RCP !kn 10 O n1 a + �N CO (VI ' S=0.000509 s; O.00sB� /N V. 3 S. 2 4 30 /A t V. 32, 45 t/= 0.5' RUNW41 tj 9 S.` M. N. IF/014- 75 - 5'TA. 332+90. 45 /v/24, 457• 05 e // 6 54, 5-94, 22 PRO V/OE 5'/0E SEWER cowl. ('i4Yf9) SEE SN-8, DING. 3 5f� D wG. S t)4.500 A USUR/V LA G00A1 1 U V •O W .J Ca LL W W O F-- "�O Cr—' ,W W CA) IOC Z Q Cl- Q C=k �• L 0 O F- T-- Q J X Q O W Q. � 'cl .E 30 /NV, 3l. 3 7 /ivV. 3/, 45` WO...rE I I so d s E,4,5,cAt c1v r DRA.wllv6 � �� F as�,� >c 20 20 CoAr INTER/OR ALL MANNOLES AAID PIPES WITH U. P. C. /SEE SPECS. C4.02 <<1(�) 4 � E�EV�4ST/ONL SEA• � RIM 1Vt��3 - j . �ssipNA ANQ C4.03O(4�. �� L £ f } /0 3� 4 325 326 327 328 329 330 33/ 332 .333 334 335 C0 T 7--- ' AUBURN INTERCEPTOR SECTION 3 DRawl•�c, NuwlPfa Of IVAf) CJG ME TROPOL!TAN ENGINEERS M U N IGIPALITY O,F� METROPOLITAN' E T R O P O L I T A N S E A T T LE R 1eHRENTONIt oc P 3 4? Cpawti---SOLO EiR0vvt, `l,%:' .j! ';v.E LL C�F�r_ v, :.%f) K•:..�.'f It y — —__ -- ----- ------ / ,/ - - STA.324 0 TO STA. �� SUBMITTED 1- t ��,_ 1 v. •. '�lL �. c.,,�. /Y �. [ 1 . untEU- - ! -- ApppoVEU.4f/ - - - - --- ,4 TOO Sf;EE� FAKER �G �, , I r r F AUGAu 1974 SYSTEM 33 3.7 C►+ECr�EO C HILL AND INGVAN R 'IV BECK AND ASSOCIATES OesynEny: e�-Me+rcpo'1-, E�(jfeE• / ,E•c f r; , f•.;rP�1 F r c y' --- ---- --- E� e� s M' v�•r SF. ,'e AS NOTED :,nTf G �F .___ V OFFICE, OF H.G. CHICKERI =ARE 11REQ 9Y THE OFFI M TR INC. EUGEN , 0 EGON NG JR./ CONSULYING` PHOtOGRA ME IS7 E R wm�.rgml&- L, IIHi C_) O F- F- U U O W J CZ) L! !LI Lu C O F- LL O Cv- z LLJ CL- LtJ � O d Q c� d O F- L! 1 O F- z d J Y d O W Q. d 5TA. 324 + 47 TOP E L 37.6 5 0. 7 ---- .. 50-7 ;i UIrn � N , uc.e cn N � 50.3 mil' : r' O i - /2't CO NC . L V. �' .30 T P -S C.B.I 0 50 l i _/- UP TO EL''38.73 Z T,� •r 50.6 - -..... I T T� 3Os -1-,., S 9'03-20E 5 8'9`Q'?03� 0'r ti T 5TA. 330+53 O 5TA. 332 t 90. 45 �`�ROV/OE" /2 Gj I r`U PROV/OE /4? ,DROP 15j" PERM ESM7 TOP EL 38.42 Al 457. OS I '¢75• /8 - - ;U, �' -- 4 i /85.45 ,E3UL� NE ,D CONNE-C T/ ON : o /, 6 54, 594. 22 r0 +T.5 - -- I ' I UP ,TO EL 38. 73 FOR SEED//VG 0 2n PERM �- I 1',A4`AI�ITAIN 30 ou, - SN-/l, ow0. 3i h fSMT w FALL IN 3ERV/CE I I SPEC/AL /19. H. R/8N-7¢ o n1 `h `) I FLU5/-rrNG M.H. R/BH-73 I STA.328 -/-/0. 45 � - AS�00-37-57 W - 5' 0 - 37- 57 N/"r)- 81, 2/sER STA. 326 + 25.00 N /24 937. d2 - - _ _ - �. _ _ / �� - ,. 1- J 5t,3 495 ® 1 -T' G7 O . lJ Q ' 5TA 32 2 _ /V 948. 08 , 6 5 59 9 52 S I g RUSH 4+ 3 I492 . g RrsER � I24 n �'/ -. I 4 80.00' /� L A B R U S H fJ 5TA J � �4 �/r654, /�{ • � -'� 50.2 TOP EL 42.37 h 9 SEE DWG. E �F'ROV/DE /2.�RO� Ca/VN:- - 52 -= ---- , ----. - _ _-- -- c O C /^ I A / Ad LJ d / Q Ll '7!l R ? / I ~ 06 r(f) _ 50-1 I i 50.3 z �N E 1,654,750 511 I RUNWAY 1, 52.4 53.9 z 5TA. 33 2 + 92. 35 /1 /% . - -r 552 z N N cn O • C,/G METROPOLITAN ENGINEERS M U N I C I P A L I T Y 01F M E T R O P O L I T A N S E A T T L E ill R_2,8H RCNTON AUBURN INTERCEPTOR SECTION 3 ��1nw�r�G 3 07 QLo C�� f,f•�t;�^��,. ,r'ii, f n[ i,vrl i < < �,I�F Y �,Ni� r�:l<nlvE Il I1Il l :1fVD /�1�� APPF?OVfDSc'L� ---------- -- :,C nt I - - �� STA. 324+00 TO STA. 335+00 SUBMITTED s1Ct C f2fCOMh1ENDFD_� r1 �_ �.i APPROVfD._ 11_f�-�_"_ -Aj AFF1lOVED- _-------__-_- "ot HfcKEO ------ --- INGMAN R W BECK AND ASSOCIATES Design En i el -- Metro olrton Engineers 9 9 p 9 Fro ect I n ince etro 7ntiton f-n reer5 Cn�ef f n[ sneer MefropOtitOn f n f Or Metro f n for Mumci Metro Se - AS NOTCD AUG 1974 33 37 I F �^ , sneers ol^ton sneers clot of 0mon ,,� tittle n Y I)A i f- ,F PREPARED BY THE OFFICE OF H.G. CHICKERING JR., CONSULTING PHOTOGRAMMETRIST INC. EUGENE, OREGON 8853819 18 of 23 55.2 55.8 55.9 55.8 cr- 0 N (P 0 A! R U N W A Y 55.9 E I 654 750 55-8 55.9 55.9 1 55.8 55.9 Z Z N N -- --4 -J (T O --- -54 0---- S" SLOE SWIZ COAIAJ . STA. 34.0+ 08 PREPARED BY THE OFFICE OF H.G.CHICKERING JR., CONSULTING PHOTOGRAMMETRIST INC. EUGENE, OREGON o: h- F- U V O Lij I Cz� L L- LtJ LLI C! C •• r- LL G L.LI GL � Lit G z Q Q � C h-_- LL1 O F- z C 0- C C� rl' a Li! a. C --: 55.9 55.8 _ _ _ -. T 55.8 55.6 EX/ST: /NFLLIENT M.H. co STA. 348 t531 .78 CONNECT,-WHE,l®'s_ N/22, 906.37 DIRECTED BY EA16INFET?- _ E 6 54, 6,3 2 ,54 SEE` SECS. C i, / 7 SEE OWG: 3// 88S38/9 /9 of 23 STA. 202 + 41.74 2 N 133 035.0i 309 E i,650,633.45 FOR INFORMATION NOT SHOWN c� REFER TO TYPICAL MANHOLE DETAILS — SEE C/5 O . ? i N •• ° / - 2'-6 ,0 309 I \ I 23°-15'-03' \ o — \ - o 2 - # 5 HOOPS \ ' (TYP) 30a� RCP 728c RCP I 112014'- 0 2 -#5 HOOPS o 4-0 0 - -INV 24.14 TEMPORARY BULKHEAD BOTTOM BOTTOM PLAN SPECIAL MANHOLE R 18 H -44 PRECAST AS A TEE TOP M. H. BY ASSOC. PIPE CO. I I I I I I I I I •I I I I I B" DROP CONN RISER I I TO EL 30- 26 I I I i •46l • e V o e - -- - - -- -- I EL 23.28 1 T_. SECTION 309 DESIGNED WQG METROPOLITAN ENGINEERS DRAWN GB BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGSUBMITTED CHECKED WGG MAN R W BECK AND ASSOCIATES Design Engineer - TOP PLAN nnnnt- LI A7 n+ SECTION 3os 72"4P RCP INV 29.24 -- t T- 4?"1$ RCP 309/ --/ - 72" (D RCP i INV 29.24 r� BOTTOM PLAN GRADE EL 47.5+ —. 72"(0 RCP.RISER--- rl STA. 294 + 37.57 N 124.748.17 E 1,651.572.B1 AS BUILT STA. 294 + 37.5. 0.4 PT '-1 "w TOP PLAN SPECIAL MANHOLE R 18 H-65 PRECAST BY ASSOC. PIPE CO. - 120" I. D. x 9'- 0 BASE SECTION - 72"0 RISER SEE A/4 SEE NOTE ON I PROFILE DWG 3 o INV 29. 24 j I - --- INV 30 ; f _- � d 42 "� F _ S - OA o 12' STl INV 32 N 3 SECTION 3C9 AS CONSTRUCTED MAY, 1977 MUNICIPALITY OF METROPOLITAN SEATTLE FILER218H RECOMMENDED 641^ APPROVED APPROVED _ �/�- APPROVE SCALE 3/8Ir = 1 1-0 AUG 1974 v Engineers Protect Enginee Metropowton Engineers Chief Enginee -Metropolitan Engineers For Metropolitan Enginle►s For Munic�polity of Metropolitan Seattle GATE AUBURN INTERCEPTOR SECTION 3 DRAWING NUMBER RENTON SPECIAL MANHOLES R 18 H-44AND 65 309 SYSTEM SHEET NUMBER PLANS AND SECTIONS 35 OF 37 8 8S 3 8 / 9 20 of 23 4 F mr m. N 0 0 (V 30"4b RCP EXISTING/ SPECIAL MANHOLE R18H-73 SEE SUP-2 GRADE. EL 51.cl - A Q ow ,-a a i _#G @ ° • A b 6 Q # 4 @ 2" L p ° a • e 4 A a e e • I 1 • . o o, + 2 -# HOOPS 99 @12` # 5 @ 124 EW 2 - #5 HOOPS SECT ION 310 DESIGNED WGG METROPOLITAN ENGINEERS DRAWN GB BROWN AND CALDWELL CAREY AND KRAMER , SUBMITTED CHECKED WGG HILL AND INGMAN R W BECK AND ASSOCIATES Design Engineer -Melrl TOP PLAN 30'0 RCP- 5 012" EW T 1.13 I cl J INV 44.0± TEMPORARY 2480 CMP CONNECT TO EXISTING 5TA- 328+ 10. t9 0.20 LT STA. 328 + 10.45 N 124,937.02 E 41G54,599.52 FOR FUTURE 120 DROP CONNECTION - SEE DWG 4 • p O C 00 T. p• 0 4 '� •fl• - O I I I d• TEMPORAR .. 24' C e 2.° a 12': MAS RY PLUG ° �• • a • AFTE REMOVING ,• MP 4 ° 2A "0 DROP- :•. I I - # i2" EW EF I 0 •• 0 • SEE A/4: • #4@12"EW. °� 0 oa . 4' •6 4� 0 � 1 • � e _ -e p 4@12Ad Ok • 0 o .a e. #9 @ i2" #5 @!2 EW SECTION 31O MUNICIPALITY OF RECOMMENDED APPROvEo Engineers Project Engineer lropoliton Engineers Chief Enginee - MORTAR FILL AF1 REMOVING CMP * G @ i2" 4499i2'EF #G@ 12' F 3 -- *8 INV 31.3'1 METROPOLITAN SEATT'LE 60" $ RGP A 7 M 1 1`1 P• r% 72"1$1 RCP BOTTOM PLAN TOP PLAN SPECIAL MANHOLE R18H-74 PRECAST BY ASSOC PIPE CO. - 144" 1. D. x 10' BASE SECTION - 72"0 RISER GRADE EL 51.0± 17- -1 WWI I � I SECTION 330 • /1ztr/APPROVED _ ILO APPROVED SCALE 3�511— (Z- Engi eHs For Metropolitan Engineers For MuniCipolity of Metropolitan Seattle Aiton co O O• ' SEE NOTE ON U.P.C. PROFILE DWG 307 a I SEE A/4 72114) RISER �- j ' q• :D c\_ e � i '74 CRI 12"EW - O o II a INV 31.37 INV 31.37 .-t WA-V ~o0f FILL W/ TYPE 'A' MATERIAL ��Q SECT ION AS CONSTRUCTED 10:19W s�oNa� MAY, 1977 ORAWIN NUMBER - R218H AUBURN INTERCEPTOR SECTION 3 S 3 0 FILL R E NTON SPECIAL MANHOLES R18H-73 AND 74 SHEET NUMBER DATE AUG 1974 SYSTEM PLANS AND SECTIONS 36 37 8853819 2/ of 23 VV,.J ✓V / f L- 4- v 1 4 ii r �i mw 1 w 'r 4 _ j ! 24" + MAN WOLF 1- — — — —-----------1 .' 1 I I 1 I I # I SUP 2 I ADD 2- 5 T� I I j - 1 ADD 2-#8 T Pt 1 2 PLAC E. S 1 GRADE EL 51.0 6 L N - =1 FOQ IZFINF _ SEE OPP WALL =n -• P a - 6LOW -OFF T 12AP SEE NOTE 1 R SL 39.5 SLUICE GATE FL002 P__)QX SEE 5PEG5 . FLEX JOINT TYP 5 E E E. / 57 TOP PLAN SCALE: 3/ "=I'-0 8 -- - -T _ 2 --- SUP 2 - - - - I -- 14' - 4 - 41- 9 3'- 7-- D I, N O N 0 h * • a . . It J. _ _6. 1pd._p. .a C C _ v-O p 10" I.D. t.: 5 �1'2 E F SLEEVE 6 CZ12"•�-- EL 44,0 MORTAQ- FOf2 REIHF 5EE OPP WALL — D15C1-4P-GE 1=L 39.0 �--#b c.,) d f STEM GUIDE - To EL 44. 0 — VENT 5EE 5TEM COUPLING NOTE 2 I LW EL 54. 12Zx 12" SLUIGrz GAT E. ►❑ lli■mipm r- #5�•12° T� —EL 51.03 I I Ct t F_--I I i I i I• hl E L 44.0 :1�- 7 G. e TO EL. 44.0 #5@.I2" FF /_ 9L 55.0 9 @. (�" TO 9 L 3 t3.0 :# 5 e,12 Ems/ T � b # 5 (2� &' Ew JCTED 77 F. y 7- NAL Env DRAWING NUMBER SECTION 3 ;SUP 2 uN R 18 1 1 — 73 SHEET NUMBER ECTIONS II of I S 3819 23 o f 23 0