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HomeMy WebLinkAboutzS-0723Set''F,- /L 1 / I f L -1 L-I ,I I L I a �. a._ — nz e✓Fr 2 (SECTION 8) LPE` x l T o n IIAL u pp SCHEDULE 2 r J i SruwtVA U ✓ cqL N TUNNEL LAE (SECTIONS 5,66i) L_J __ L _ ��``��_ _ L II 9t[I dI _ SCF r , -I r "ll VV (Ki - SFCAq/ ¢ �_- AET KEN -, - i ' L JJ_ -_ uPS ,, MlL9UR (6E1 1 k G1011 i7 Ii / SNP Alq F � J IVPS I _ y In Jo _ pyE I' Ll— J L A R K ;F E h L- S[LrIDU j� _ 1 I md" AvE If � va s'N/A/GTOA/ LAI _ cr wnsuwc/ m W � � CLLIX/FCrz r /OR/ i L _ .V MF_RCER ISLAN,7 CITY' L A t _ . j j MEl".ER W J m R n PUYALLU° �. Lk --F' C k VICINITY MAP Y> }I rl TUNNEL � I — — — GRESE✓T AID FU UFf COl/STAUO /dl THGTNENr PLA4T INDEX TO DRAWINGS AS CONSTRUCTED Nor /OCaurwwcr wr '4 / L/ G T 0 A/ DATE MARCH lQ966 SHT DWG GENERAL DRAWINGS � _ METROPDLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE AzDZ._ RENTON NO NO (APPLICABLE Tb ALL SCHEDULES) eILL A A c.Ao a V-11 —'aA. xu Axo xuu.x . ' } i . =.wm .,.w.m. ., sa a I a/ LOCATION AND VICINITY MAPS- INDEX VICINITY MAPS, INDEX c.cn.o KU. . xw a¢..xc.11-11S ..•... .n....u. _ . r., ...m .. ew.... r. x...n•=r..wm s... I'.2 MILE 2 62 GENERAL NOTES AND SYMBOLS -MISC DETAILS 16 l 3 G3 SANITARY SEWER MANHOLES W O l 4 64 GRATINGS- FRAMES AND COVERS Q 2 5 05 TYPICAL TUNNEL SECTIONS R J �N SCHEDULE I- KENNYDALE TUNNEL 1 - \ ✓ (SECTION 3 EASTSIDE INTERCEPTOR) m O 5 10/ PLAN AND PROFILE g ERTON p i /02 PLAN AND PROFILE -RCP SOUTH PORTION q 0 4� B 103 NORTH END PLAN 1 V - SCHEDULE 2- HAZELWOOD TUNNEL r (SECTIONS 5,6.&7 EASTSIDE INTERCEPTOR) w 9 20I PLAN AND PROFILE 1 /0 202 PLAN AND PROFILE -RCP, RIPLEY LANE PORTION d sE /1 203' COAL CREEK SITE PLAN Q rs PD v y N SCHEDULE 3-SUNSET TUNNEL vl p (SECTION 8 EASTSIDE INTERCEPTOR) PLAN AND PROFILE / U - - auvmA4 l 13 14 3 30; NORTH PORTAL AREA TRANSIT /ON STRUCTURES CREEK CROSSING y P / 304 04 -COAL REVISION Of ONSTRM StRL FOR EMEKCY DIVERSION � SCHEDULE 4 RINT TUNNEL (SECTION 10 EASTSIDE INTERCEPTOR) EASTSIDE 15 401 PLAN AND PROF /LE }- - L' cveSA /B 902 SOUTH PORTAL AREA 9O E W E W LE _ Q Ha AKJ[ 3L50 APPLICABLE TOSCHEDU _ a �. a._ — nz e✓Fr 2 (SECTION 8) LPE` x l T o n IIAL u pp SCHEDULE 2 r J i SruwtVA U ✓ cqL N TUNNEL LAE (SECTIONS 5,66i) L_J __ L _ ��``��_ _ L II 9t[I dI _ SCF r , -I r "ll VV (Ki - SFCAq/ ¢ �_- AET KEN -, - i ' L JJ_ -_ uPS ,, MlL9UR (6E1 1 k G1011 i7 Ii / SNP Alq F � J IVPS I _ y In Jo _ pyE I' Ll— J L A R K ;F E h L- S[LrIDU j� _ 1 I md" AvE If � va s'N/A/GTOA/ LAI _ cr wnsuwc/ m W � � CLLIX/FCrz r /OR/ i L _ .V MF_RCER ISLAN,7 CITY' L A t _ . j j MEl".ER W J m R n PUYALLU° �. Lk --F' C k VICINITY MAP Y> }I rl TUNNEL � I — — — GRESE✓T AID FU UFf COl/STAUO /dl THGTNENr PLA4T '4 s AS CONSTRUCTED Nor /OCaurwwcr wr '4 / L/ G T 0 A/ DATE MARCH lQ966 - - - - - -rowu dc,ry eauuaww/ES 1962 1.1ICA1 VVYY�V1 11 Rrvrau S1R e!F/LEUr sfWER � _ METROPDLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE AzDZ._ RENTON EASTSIDE INTERCEPTOR w... DMG eILL A A c.Ao a V-11 —'aA. xu Axo xuu.x . ' } . =.wm .,.w.m. ., sa a SYSTEM LOCATION AND VICINITY MAPS, INDEX c.cn.o KU. . xw a¢..xc.11-11S ..•... .n....u. _ . r., ...m .. ew.... r. x...n•=r..wm s... I'.2 MILE C.I mn DE—�§2 16 -- R_.r- .yl'rS -v -•, - VZ- 5wT.TRT� -`E.R_��5 1. 76 " 014 0 9'' 90 "7 'ab 91' 'RS ew 9" 04 rd) y., lll.. �I i GENERAL STRUCTURAL NOTES SYMBOLS GENERAL WORK TO BE DONE _ R c i.Ewa rN- ro_ sulT ruuuEt - -- G/ SCOPE. THE NOTES AND DETAILS ON TH1S SHEET ARE GENERAL AND APPLY TO THE ENT /RE PROJECT irO" R C , SEWER. SIZE iii MATE RI AL � ID B.4 R A' ''6 /; 9" _ 9,4R Y 05 na 9'" 6,4R 7 76 " 014 0 9'' 90 "7 'ab 91' 'RS ew 9" 04 rd) y., 36 M244 - 19.5 EXCEPT WHERE THERE ARE SPECIFIC /ND /CAT IONS TO THE CONTRARY, V G 2 a.—_M. H. 2 MANHOL E' DESIGNATION B STATIONING G2 APPL /CABLE SPECIFICATIONS AND CODES. CONSTRUCTION SHALL BE /N ACCORDANCE W/TH THE STAR 8 f 20.6 ,. LATEST EDITION OF THE UN /FORM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE FOLLOWING NOTES OR DRAWINGS ARE MORE RESTRICTIVE. S TA. //O # 40 \ EF _ S TA. 112+43 CONCRETE ENCASEMENT OR ENCASE - - ... - -- MEN PIPE A STATIONING F �� 63 AL ERNATIVE DES /GNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PR/- - - - - - - — - - -- - - - _ - OR /TY DES /GN; HOWEVER, ALTERNATIVE SYSTEMS AND DETA /LS MAY BE USED IF THE CONTRACTOR N. /94 000. 00 COORD/NQTES B BEARINGS ARE BASED ON U. S. - � B,4R X B,�R Y E. 1660, 000.00 DEPARTMENT OF COMMERCE, COAST 8 GEODETIC SUBMITS PLANS WITH SUBSTANT/AT/NG CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY � � SURVEY LAMBERT GRID. c i \ ; THE ENGINEER N. 60000"00"E-. I ' _ - -- ► - -- - - -- --- - - --- -- -BAP 2 G4 CONSTRUCT /ON LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE EXISTING WORK COMPLETED STRUCTURES; DURING CONSTRUCT /ON, THE STRUCTURES SHALL BE PROTECTED BY « 7rP /C•4L FLE,�'I6LE I2 3 SANITARY SEWER 8 SIZE � BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCT /ON LOADS MAY OCCUR. S Jr. SE£,oi G3 G2 . M A NHOL E H SECTION �2 24i STORM DRAIN 8 SIZE --- SD A - - DETAIL VAR o .INLET - CONCRETE - Q CATCH BASIN TYPICAL TUNNEL TO PIPE Cl P /ABLE CODE. CONCRETE CONSTRUCT /ON SHALL CONFORM TD THE LATEST ED /T /ON AC/ « TRANSITION STRUCTURE BUILDING CODE (AC/ -318). W WATER LINE 8-SIZE NL- FIRE HYDRANT C2 RE- STL. OETA[k ALL DETAILING, FABR /CAT /ON AND ERECTION OF REINFORCING BARS, U ESS OTHERW ISE NOTED, SHALL BE IN ACCORDANCE W/TH MANUAL OF STANDARD PRACTICE FOR ® WATER METER BOX DETA ILING REINFORCED CONCRETE STRUCTURES ACI -3/5 LATEST EDITION. 4�_67 VALVE -° 4< ►�37K / N TR SSES. 2 - - [ o,4DIIv'G d� DCk' _ .LOADING C3 SG S E I _ /B �1. IV�9. GdSK£T GAS LINE 9 SIZE — TR SS AT 2 DAYS ' — -- — — — — — - _ � L ���;�. A. CONCRE TE, 3, 000 PSI ULT /MATE COMPRESS/ VE S E 8 r �% A 8 �a /5 " �iC B. REINFORCING STEEL TENSION DUE TO FLEXURE, IN TER MEDIATE GRADE - 20, 000 P S/ T TEL E P H O N E C O N D U / T � H o ° `\ — -— C 4 CONCRTE COVER. CONCRETE COVER FOR REINFORCING. BARS SHALL BE AS FOLLOWS W/ TH E ELECTRICAL CONDUIT E I ', iJ' MINIMUM COVER OF ONE BAR D/A ME T£R. TYPE 6 H • U. P. UTIL / TY POL E (TEL EPHONE OR _ _ �; _ _ _ _ — ��`' wSrP A. CONCRETE CAST AGAINST GROUND - 3" E L E C T R I C A L) B. CONCRETE TO BE' IN CONTACT WITH SEWAGE -2 112'' , C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL -2" +--� GUY WIRE •S41P.0 0 f T _15L :ICE- l D. CONCRETE TO BE IN CONTACT W /TH GROUND, WEATHER, OR CLEAN WATER. 2D '- /8 « lf 24 N CULVERT - LENGTH, NUMBER , S/Z E AND BLO�II ' _ • (/J AT BARS GREATER THAN 'r5 -2 " C. M. P. A. � MATERIAL (HEADWALLS IF JOINT SHEAR TEST � (?.� AT BARS "5 OR LESS - / //2 "' �_ : _ _ _ _ _ _ _. APPLICABLE) � '�S na /B'" F'•�'4J. 2" COAT . "NO SCALE ' ' 411,45,tnAL7 /74YE"I_D C5 DOWELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS CURB AND GU T T E R ro FU rt'_1R, c�o //w� WITH WHICH THEY ARE LAPPED. CO NCRETE PAVEMENT M -LOAD PIPES / \�— .� PL {� - Is ROOF11 - .-•--� r , 00LD,4POL 1E0 .4SOP• 4LT C6 BAR SPLICES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH zzz EDGE- OF PAVEMENT(ASPHALrIC) OF LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER, BAR SPLICES MAY ALSO BE MADE BY WELDING IN ACCORANCE WITH THE DETAILS FOR RE -STL - - - -- -- - - - -- -- - EDGE OF TRAVELED WAY(UNSURFACED SPLICE AND WITH SPECIFICATIONS. RAILROAD - SINGLE TRACK CT STANDARD HOOKS BARS ENDING IN RIGHT ANGLE BENDS OR HOOD'S SNa r ! Ct' iwo WV TO TK£ � 1 1 t 1 f 1 1 R A / L R O A D - DOUBLE TRACK REOU/REMEN TS OF A C / FOR HOOKS _x _x FENCE -WIRE C8 CHAMFERS, EXCEPT AS OTHERWISE REOU /RED, EXPOSED CONCRETE CORNERS AND EDGES SHALL GAG/!, l✓;:_ .:::.,�EW,S DETAIL B VAR TYPICAL TUNNEL TERMINAL NAVE 3/4" CHAMFERS- RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS EVERGREEN TREE C9 CONSTRUCTION JOINTS. LOCATION OF ALL CON57RUCT/ON JOINTS SHALL HAVE THE APPROVAL OF F THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED /N THE E B60 SOIL BORING & DES /GNAT /ON wOTES } CONSTRUCTION JOINTS. CONSTRUCTION JO /NTS SHALL BE AS DETAILED ON THE DRAWINGS. 413(e,) M/M. / iUNGGE 70 QETA /N C.4S�f'ETON THREE 0 ROCK - - �ofy S�oFS �` G,�'GtwE TD BEA.P ow Gil s /�Er �frEN �oiNT /s c�NsU�l�t�I,4 rEO, M -LOAD RCP DESIGN ASSUMPTIONS RIVER OR GREEN rti M rA `� p� o GA_S�f'ET /01l'E556IRF -1'117 l AXI V. TD .50 % I. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN /N ACCORDANCE WITH A C- / CODE B SUR VE )' MONUMENT OR PERMANENT BENCH 4NtiL/LA�f'S AGE -� MqX ,G1�9,�'OFD"P /G /rt/AL ST.P£T�.HED AREA AO FACTOR. K = 1.8 'IN � _ . 2 S�ALLEP /L'. PIPE MAYXEBELL �SPICOT. 2. LOAD N / C NOT CONTRACT 3, TIVIC'�4'NE55 OF roNGUE O G7 ,q- 9al/E' MAY 3.* + M DENOTES TENSION ON INS /DE FACE. ✓''EE,VCTE I - -- ,��i ± %(�j,Z' /1/U,S mpv BY S %, RV01I0EO 7HE.5c/M OF 4. f N DENOTES AXIAL COMPRESSION. - - - PROPERTY LINE `, .�'t t v L,4� SFACf - - THE" /�f' TH /C'KNS?�f SHALL BE /00/ (t) — R/NUS r1E,4V1Vl/L A,F SPACE. 5- f'c = 4000 PSI MIN 8 6000 P51 MAX. - � ANGLE POINT OR- HUB ♦_- A /NS /DE fACEDf PIPE 4. COVrPACTO,P SHALL SUBM /r DETAILS 6.. /y 40,000 PS/ r I F"ZL,'A16,Qr .,'CWNT REiVC, /�" UI/Hc /V A,: E EX�EEO� �' ?/ itj� /,Y. - �A,I/NULAR Sf'�4CE OF .lO,�/VT fOP Af'P�7!%91. 1 7." STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR, TYPICAL RCP JOINT B- EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 60 INCH ID AND LARGER 9. _ CROWN OF PIPE SHALL HAVE- SAME AMOUNT OF REINFORCEMENT AS THE INVERT. t :1 ,gyp H A (�� IO, C/RCUMFERENT /AL STEEL SHALL HAVE ONE /NCH MINIMUM COVER. C �� G cti F -• STEEL A.RE USED d USED IN DESIGN COMPUTATIONS �P �l w �. r //. IF TWO LAYERS OP MORE THAN ONE SIZE O RE , B THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP.' n►r SHALL - 104GAw o 12. A C MPUTED SY EO. A9 OF THE AC/ CODE, SHALL NOT EXCEED Pb AS COMPUTED CONSTRUCTED °-*� pt`c 01 F,° Pn, S O y AS C F 'HIS ED F 1STEa S7Ea BY EO- A8 OF THE ACI CODE. ss /0 �av ��N E��' � // 6 DRAWING REDUCED /9 H SIZE ....DATE , TO HALF F � AL DRAWING NUMBER �1fsIC,FVfo G�� o ME T R 0 P 0 L I T A N ENGINEERS MUNICIPALITY O F METROPOLITAN 'S E T T L E FILER 202 R ENTON GENERAL NOTES a SYMBOLS G 2 �/CC BROWN ANO CALOWEL4, CAREY AND KRAMER ,� ) E.s ^' c /� /�� C� �/ �` C f /� (� SHEET NUMBER DRAWN } : RFCCMME tvl)E l' �VF kOVED { GQl F: N O. S:C A L E S i J S,' M I V V. D E T M I L V ,/ DEC. 1962 ` 2 of 6 t a�cRU4E0 • +aFrOVE Co HECKr.D -44X. HILL ANA INGMAN R W BECK ANO ASSOCIATES f)rs,gn ny,n,-e, N,t rojoo -Nln _ u ,rrr 41 n E l ) ifOFIC't En(�,n(•e1 �1,,,1'�r J f. t�npprS �,11�ot Enq,nper 0.'elrp rtdt, tngYnee: fnr MPNp{XN�IOn Ene,r', s!'. Fnf Mu u:ipU;Yty of wifoDO "ol'le SATE - 1 t.. $ai�a.LE�f.. .... r. _av .s... ,,u.�.- ...,.T•s .. -.k,. .t ._._ -.. ., ..r r...ir.G, s..46.._..- _..�., u....i._.-4,.a. .a.e ,. .r.s. -. .. .. .... _. - - .._._. - ..- .. ,er ,... ,. _ - -... ._ "S] -1 7 f -OR� ES <I CTINa OlV SECT /JN SIDE BD T TYPE M - K" -233 M- K /P.5 Af- K" M- K_ /_PS - /. O 36 M244 - 19.5 24.4 -//a /50 Il, 5 /: 7 78 ;� M136 _ 13.6 /70 /3.4 /. 8 88� M7� _ _7-7 X1 ,1 7,5 O GAG/!, l✓;:_ .:::.,�EW,S DETAIL B VAR TYPICAL TUNNEL TERMINAL NAVE 3/4" CHAMFERS- RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS EVERGREEN TREE C9 CONSTRUCTION JOINTS. LOCATION OF ALL CON57RUCT/ON JOINTS SHALL HAVE THE APPROVAL OF F THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED /N THE E B60 SOIL BORING & DES /GNAT /ON wOTES } CONSTRUCTION JOINTS. CONSTRUCTION JO /NTS SHALL BE AS DETAILED ON THE DRAWINGS. 413(e,) M/M. / iUNGGE 70 QETA /N C.4S�f'ETON THREE 0 ROCK - - �ofy S�oFS �` G,�'GtwE TD BEA.P ow Gil s /�Er �frEN �oiNT /s c�NsU�l�t�I,4 rEO, M -LOAD RCP DESIGN ASSUMPTIONS RIVER OR GREEN rti M rA `� p� o GA_S�f'ET /01l'E556IRF -1'117 l AXI V. TD .50 % I. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN /N ACCORDANCE WITH A C- / CODE B SUR VE )' MONUMENT OR PERMANENT BENCH 4NtiL/LA�f'S AGE -� MqX ,G1�9,�'OFD"P /G /rt/AL ST.P£T�.HED AREA AO FACTOR. K = 1.8 'IN � _ . 2 S�ALLEP /L'. PIPE MAYXEBELL �SPICOT. 2. LOAD N / C NOT CONTRACT 3, TIVIC'�4'NE55 OF roNGUE O G7 ,q- 9al/E' MAY 3.* + M DENOTES TENSION ON INS /DE FACE. ✓''EE,VCTE I - -- ,��i ± %(�j,Z' /1/U,S mpv BY S %, RV01I0EO 7HE.5c/M OF 4. f N DENOTES AXIAL COMPRESSION. - - - PROPERTY LINE `, .�'t t v L,4� SFACf - - THE" /�f' TH /C'KNS?�f SHALL BE /00/ (t) — R/NUS r1E,4V1Vl/L A,F SPACE. 5- f'c = 4000 PSI MIN 8 6000 P51 MAX. - � ANGLE POINT OR- HUB ♦_- A /NS /DE fACEDf PIPE 4. COVrPACTO,P SHALL SUBM /r DETAILS 6.. /y 40,000 PS/ r I F"ZL,'A16,Qr .,'CWNT REiVC, /�" UI/Hc /V A,: E EX�EEO� �' ?/ itj� /,Y. - �A,I/NULAR Sf'�4CE OF .lO,�/VT fOP Af'P�7!%91. 1 7." STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR, TYPICAL RCP JOINT B- EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 60 INCH ID AND LARGER 9. _ CROWN OF PIPE SHALL HAVE- SAME AMOUNT OF REINFORCEMENT AS THE INVERT. t :1 ,gyp H A (�� IO, C/RCUMFERENT /AL STEEL SHALL HAVE ONE /NCH MINIMUM COVER. C �� G cti F -• STEEL A.RE USED d USED IN DESIGN COMPUTATIONS �P �l w �. r //. IF TWO LAYERS OP MORE THAN ONE SIZE O RE , B THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP.' n►r SHALL - 104GAw o 12. A C MPUTED SY EO. A9 OF THE AC/ CODE, SHALL NOT EXCEED Pb AS COMPUTED CONSTRUCTED °-*� pt`c 01 F,° Pn, S O y AS C F 'HIS ED F 1STEa S7Ea BY EO- A8 OF THE ACI CODE. ss /0 �av ��N E��' � // 6 DRAWING REDUCED /9 H SIZE ....DATE , TO HALF F � AL DRAWING NUMBER �1fsIC,FVfo G�� o ME T R 0 P 0 L I T A N ENGINEERS MUNICIPALITY O F METROPOLITAN 'S E T T L E FILER 202 R ENTON GENERAL NOTES a SYMBOLS G 2 �/CC BROWN ANO CALOWEL4, CAREY AND KRAMER ,� ) E.s ^' c /� /�� C� �/ �` C f /� (� SHEET NUMBER DRAWN } : RFCCMME tvl)E l' �VF kOVED { GQl F: N O. S:C A L E S i J S,' M I V V. D E T M I L V ,/ DEC. 1962 ` 2 of 6 t a�cRU4E0 • +aFrOVE Co HECKr.D -44X. HILL ANA INGMAN R W BECK ANO ASSOCIATES f)rs,gn ny,n,-e, N,t rojoo -Nln _ u ,rrr 41 n E l ) ifOFIC't En(�,n(•e1 �1,,,1'�r J f. t�npprS �,11�ot Enq,nper 0.'elrp rtdt, tngYnee: fnr MPNp{XN�IOn Ene,r', s!'. Fnf Mu u:ipU;Yty of wifoDO "ol'le SATE - 1 t.. $ai�a.LE�f.. .... r. _av .s... ,,u.�.- ...,.T•s .. -.k,. .t ._._ -.. ., ..r r...ir.G, s..46.._..- _..�., u....i._.-4,.a. .a.e ,. .r.s. -. .. .. .... _. - - .._._. - ..- .. ,er ,... ,. _ - -... ._ "S] -1 7 I'm �... , �ET,eo. srD. DIMENSIONS & REINFORCING STEEL FOR''. STANDARD TYPE C MANHO E�Sr .,.; . F,Q,4�LlE E CDYE,2 , a � CONC. DIMENSIONS REINFORCING BARS w o W U_ T;IOTTOM SL' WII Iou,SIDE WALLIt it us" to SAAB «R11 to v flyN �•Z►1 i1 a. ? Ns a* 8 Q g # 4 # 8 Q # Q # >Z # �t�IETPO. STD. COrt/C ,40✓UST /it/G A B E F G -_- 1 ,BLOCE'S n- N- 8 ENGT N Ek LENGTH N 8. LENGTH N 13 LENGTH N a LENGTH N a LENGTH N 8� LENGTH N y8 LENGTH N & LENGT. 11 1 1 1 1 11 11 11 # � 1 ,� 1 . ✓� i► 1 N ' •fit � 1 r p PRECAST CD,UC. SECT /Od/ 54 10 -30 6 -6 7 -4 12 14 12 8 8 5 4!- II 6 4 6- 1 18 5 4 -II 10`4 6 -II 3 5 4 -II 4 5 6- 1 2 5 3 -10 2 5 3- 1 4 5 17- 7 PRECAST 311 -50' 6' -6 7 =7 1511 9 #6 6'�- 1 22 #5 7 -2 3 #5 6'- I . 31 -10 171 7:: "., BE EQU.9L - - — ,ylD,Ql•4,2 2 -D D /,q, , 5711 10� 30' 6� 9 7' -7 1211 8 �5 61 -4 20 *5 7' -2 3 *5 6 =4 4' -2 (8' 6 : -- — to., . CO�(/C.,QOJUST /�t/G ;' <<:;:•:' _I TYP/C,4L LATE�P,4L - 31' -50' 6 =9 71 -10 1511 '9 #6 61 -4 22 #5 7L5 3 #6 61 -4 4' -2 18 =6 f 1D" BLDC,C -S Y L CDrt/it/EerA91/ °0 6011 101 -30' 71 -0 7' 10 12" 9 #5 6'- 7 20 05 7- 5 4#5 6- T 41-6 Ia- R q ,PEfES'S 1 a :;:; 31 -50 7!v-0 8- 1 15 10 *6 fi- 7 2 4 #5 7- 8 4 6 6' 7 4'- 6 19 5 t� 2 _d D /A. %; �. PRECAST TO /j W, :: I I 1 . �I 1 1 1 1 p # 1 # 1 1 STD, 4 -O D/A 63 10! -30' 7� 3 81 -1 12" 9 5 6! 10 22 #5 T 8 4 #5 6� �0 4 -10 w " ol(/C. P,QEC.9ST ✓O /NT ;� I • I_ o • : —' -- -- - _ 31 -50 7 -3 8 -4 IS 106 6 -10 24 5 7' 11 4 6 6 -10 4 -10 20 -4 ' ECT/O,U �'. I L .. ,�- / h v SHALLO`Y TYPE Z 0, 0/, , . •I' r• / O S I 11 1 1 1 11 1 1 1pfrni' `[ 66 10 -30 7 -6 8'4 12 10 #5 7 -I 22 #5 7 -II 5 #5 7'- I 5� 3 21 -3 31' -50' 7� 6 8' -7 1511 11 #6 7' -1 26 *5 8'- 2 5 #6 7 1 5'- 3 21'-3 o tt I a QQ I - ,4CCEPT.4BLE c .Y .,::.V: X11;. arJ '..1{. {dKi:`ii1.1:.�.`.•(/t �° V I / y; ✓O /�C/T � � � 69" 10 30' 7'- 9 8' -T t2" 10 #5 7' 4 2405 8'- 2 505 7'- 4 51 -7 22' -2 a" "�`' 31 =50' 7' -9 8' -10 15" tl #6 71 4 26 #5 8' -5 546 7' -4 51 -7 22 -2 hw h p (� Q at O , o?' 72" 10' -30 8' 0 8'10 1211 10 *5 7' -7 24 05 8' -5 6 «5 ' 7' -7 51 -11 _ 231 -I . BASE — SECTION v'v .� � - - 1 ( 11 U 11 11 1 * 1 1 1 1 •` Q O^ _ 6 -O D /t1 31,-50 8!- 0 9 -I 12 14 15 8 12 #6 4 -II 7 -7 28#5 4 -II 10 4 8 -8 6 6 4'- II 7 -7 5 -II 3 -I 23 -I - ��w �j� 78" 10' -30' 8L 8 9' -7 13" 1511 1411 1211 10 #5 5' -7 SL 3 30 #5 5� 7 i24 9` -2 6 #5 5' -7 8' -3 7� 3 31 -8 24' -il 10 h �( r1�lO,PT4,2 - - -- ( 31' -50' 8' -8 9 8 1511 12 #6 604 8'- 3 3C #5 9'- 3 6 *6 8'- 3 71- 3 4115 24' -1 I :.: ( 4" 1005 704 81- 9 3205 9'- 8 705 8 9 7 L I 1 65 26'-9 h W 84 10 -30 9 -2 Id -I I I N W Q OJt TOP H14Lf Of p /PE TOBE SHELF SLOPE / " /�t/ /Z~ 31' -50 9� 2 10' 2 13" 1511 15" 12 #6 81- 9 32 *5 9`- 9 706 8' -9 3'- 8 26� 9 1 1- GJ � 9 ,PE�yJDI�EO TO CD�(/TDU.P OF I I • TYti° /C.4L Z,471-WW '` !' 9011 10' -30' 9L10 I0' 9 14" 16" 14" 10 *5 9' -5 26 #6 10 -4 7 #5 9� 5 3 -10 281 7 pt ( �l10,PTA2 - - - — -- - /�t/S /DE OFT/ BPD, �C/ I ► n ..� , — \ y 1 1 1 11 * # 1 28 -7 � p -• fL�YEJ'T08Ei°LAS,rE,2£D �" .�� " a, COrUi(/EC, /Orti / �� Dj . '�I - o -" / � �i , ! ,L• v �,,• 31 -50 9 -10 10 -10 15 12 6 9 - 5 26 6 10- 5 7 6 9 -5 ., - - - -- h p i. _ / I {0 11 1 Ip!4 111 -3 1411 II *5 9L11 28 #6 10 -10 $ #5 9 -11 30� 5 SLOPE SLOTH lY /TfI rll02T,42. pc I. 01 I 96 10 30 4L f4ellezL r I I `' : -'1 0 . I • �;�- 31' -50' 10'4 1 If- 4 14" 16" 15 1306 91 11 28 *6 10= I I 7 #6 9'- I i 30 -5 ..._ , - ., /i' //YN/70LES - - 'C / I - J • \, o:l : i - 1' /:, I• ° I - -11 1 1 1 1 11 11 11 1 t� # ' 32' -3 1 I -- 1 , " •j I a �P; o I 1= I 102 10 -30 11 -0 11 -10 15 17 14 11 #5 10 -7 32 6 11'- 5 10 4 10-7 31 -50 11-0 it -II 15 14 *6 7 #4 10 -7 32 #6 12 #4 11 -6 8 6 10 =7 3' -10 32' -3 1 1 1 1 1 11 P,E'ECAS'CO�VC' # 1 `v := I I o \ '- 1 B.4SE(OCT /.��(/.4L� Il Qj` 1' 0 % o I 108 101 -30 11!- 6 12!4 11 14�� 1205 5#5 11 �- I 36 #6 14 4 1 I (I I) # 4 l i 1 3'- I I 34'- i 31 -50 II -6 12 -5 15 17 IS 14 #6 I I I 36#6 12 -0 9 6 it " - ( :; e - ' I '._ •1 1. 1!- 11 1 1- 1 1 11 11 11 1 4'- 1 37' 9 p� :I I . :� `�; I I :� p ,� '•I, V I D . o .�. ti 120 10 =30 12 -8 13 -6 16 18 14 13 #5 12 -3 42 #6 13'- 1 12 #4 12 -3 T' h i� �'.l I P�::. r 31' -50' 121 -8 13� 7 16" 1811 IS" 15 #6 5 #5 12' -3 42 #6 14 #4 13' -2 I I *6 12 -3 - _l- ,4: Cf/' BLEF EX /BLE I . 4'- 1 37 -9 t . L,._ -_ _,✓._ °', T J •, ✓D /�t/T i'O,P r0,.!/EC7 /O,t/ : - I L - - - - _ _ J - - a `., , ,�.. "; 1 " - ' - :;_ •4 11 1 1 , , 11 11 11 4'- 2 41 - 5 '� I� OF,4ZZ fE�S A0.0,9' �."�k; ° o , .=o. , ,1N.1. 132 10 30 1310 14 -8 17 19 14 16 #5 6 #5 13' -5 50 #6 16 #4 14' -3 13 #4 13 =5 .Z' "1.iP.L :`f •'l, 1 ;`r .7 :i: Q':'D.1''tw:: Z .. �'. - 1 ( 1 1 11 11 11 1 1 41' -5 t �� ""' ° ' ''•'`� •' ' ° '' ` ~' - ' ''- 31 -50 13-10 14 -9 I7 19 IS 16 #6 13 -5 50 #6 14 -4 12 #6 13' S 41-2 7'- /O I 144" 10' -30' 15� 0 16-10 1811 20 14" 15 #6 14' -7 4007 15 5 14 #4 14 -7 41- 3 45'- I I -- - - -'- ..I �.. - -- - - -' — ------ - - - - -- - - -- — - ---• -� ( 1 1 1 11 11 11 11 # # #7 7 16 4 15' 6 13 #6 5' -7 4 #5 14L 7 2 #5 7� 1I 2 #5 41 -3 6 #5 46 -1 t 7 6 5 14 7 40 5 'f BASE -PLAN /2QECA sT COA/C . i 31 50 15 0 15 II 18 20 15 12 17 6 5 BASE (oPr10/VAL.} - STANDARD TYPE A PRECAST MANHOLE TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE' 8" TO 21 (INCLUSIVE) DETAIL 24" TO 48" (INCLUSIVE) 1b8E, FW WH. TYPE A, fY /T.S'OdT BASE _ 11 SPA: W, Z&,0 or//,// - ryPE _ f /�(/ /Sy 68,40E SEC1 /Oil/ I0 Q. 8 �rU r- 2 "e ,/ i ., •• ,. fill .9CcEPT.4BL- E CL, h 6,POOYE Fe 4B ", /W// A WXU OF lH ,P -4JT — — — �• - - - -/- - / — - — �— - — — ,. � 45 , — P /.oE 4lO,Q7.O,PEO /.UiO FZ1,P.4L1 Tl'Pf.4 rBAfH' 1 _ - -.: pt ,k BELLS i!l•4Y BE COST /�t/ - � FLEX /BLf "VT- -..� :' - . �Q � <., 1 , SEE OF A4 .WW S /ZED ./aA/T - fi - .. _ .. _- - - ' G3. '_j G 3 r / tai STEit/fD s ;~ a PLACE ,4PP,QOYEO OLUG 2 4 r3 /YwF. I ._ ,Pl/BBE,P G�1S�ET TO ,SLEEVE.4T PL.4.VT - ---- -- - -- - - - - . � J _ FD.P FUTU,PE P /PE I .. _ - -� - - -- T - -• -- i - -'-- -- - -- G'E�S- lE.1/TrfIO,OT.9� _ T 1_ _ _ ' yEi4,IP,S SP.P /�t/G L /it/E Z "TH /C�' - T - - �. _i e� f�l_ .4CE0 /.(/F /ELD L_: - -_- R o /,j s BATH /C,� SLAB j - �,,,� ,•}'`'�' _.v. %!/.PE /iVF. f'L.4CE0 Z" ? ,�..'. o- CL,POFBoTro�L/FACE TYPICAL FLEXIBLE JOINT �;, v. - - -- _T " ► . ,x..`::'1 r`�, :, :5: q' -.., PIPE AT MANHOLES :. Y B.o -POU,P CO�!/G TO 7 2 TO 48 3" "w "BA,PS 3" Z B.4D C /T,4BLE G ///ES� -I -- - ,2EQ ,P UrLJF. LE�t/ TH. �'QU,4L ,S'F.4CE.S ,6.H�,uL -0W --+._ -D� CO�LI!'ACTEDF /LL REDUCING SLAB 0.5x / =s /,wc� ,�L r � 3 PLEA N _q COlif2 — - i •. • - •- _ �Q AL'fGl�t//JL G5(/D. 5 n A C E R 5 Lrl 4C'ES -_ T , I �t/OTE.' `Yh'E,2E T B.4,PS EiC/ @ /s "% 4' -0 STANDARD TYPE C MANHOLE _ C,POit�it/ ELE!/S. C,POAC/5� D.(/ ✓T xz19fe E, BEND N Dow.v,4s /,vviCATEO.voo 54�� TO 144" (INCLUSIVE) SECTION TO BE EQUAL -- 6 rYl /N. C04E,2 �, , I - 8 Th' /C� L E�t/GT/� .4S ,PEA O Ty /,S G 3 PLACED 2 SECTION 3 .vorE,.oLSO ,4���iES To . - -� m G r ; :4 D, 0)0 P1,0111G TD BE 5,411E CL.P. OFBOTTO�f,4CE "- S /ZE;9S /�t/TE,PCEPTED V ji ! , /1/0 / T z s EL 11ff1it/,4TE Z x 4 P,2EC.Q.ST CONE 4eel - 10it/ 0& 7YPE,4 E B /1'lrWIKOZES • • - - - . M A • w w n I I - A 2 6 6 8 8 B ell, ; -, LESS TyA,I/ / /'DEED TD C,?O/Y.V OF sEI�YE,2. BEF0,2E ,PEDUC /�(/G 7FOOT , ti - K DEPTH 01c 4f 6 �C /4e4'&"�P A4�f/ HOLE S6CT /GA1_V, P /PE m0,PT,42E0 IA170' �+ J I ' ° �: - Z 1'TYP. f0,2 .SUPt'0,2T /it/Ci SID ✓l /ST /it/G' BL OC.C�S, �04 V Alto P,2CrXX r &Vr /C4W SECT_11 � ,S .S�4 L. 0AIFORM roasrM DE51(YlQrio,� AS CONSTRICTED Pei of w S �y� ��0 cj WA4,0 � B 8,4,25 ip �Bs�,Ps' sy - - �1` H�2�F� C 76 ov 0.74,47 102 .DA WA feW //, / 916 6 ` STANDARD DROP CONNECTION - - T v�,�.z., THIS DRAWING REDUCED L ; FS+�, /c1S T 1k (I Fc�S T r lik 1 , tr �� �� n ANAL EN ANAL EN r�Nci,s PJC rr /C,�,� ,E'T,4 /L. 72 TO 24 REDUCING SLAB 4$ TO 4 RE'DUCt�IG SLAB �� TO HALF SIZE ► DRAWiN MHER 1DE91e*6— METROPOLITAN ENGINEERS MUNICIPALITY Of M E T R 0 P 0 L I TA N S E TTLE �o FIt.E __.R - -2 0 2 -_� R E N "TON G 3, X,C- BROWN AND cA�DwE�� cAREY AND KRAMER SYSTEM SANITARY SEWER MANHOLES SHEET N�I>M8EFRt' #RAWN SUBMITTED _ — —_ RECOMMENDED `�,S! %�" — 4PPROVED_ r - -APPROVE L) -- -- APPROVE _ AS SHOWN' DEC 1.7vL 3 16 HILL AND INGMAN R w- BECK AND ASSOCIATES -- "" CHECKED-`— Design Engineer Metropol,ron Engineers Project Engineer - troporton E ng ne.ers Chief Engineer Metropo on ngineers For Metropoliton Engineers For Municipolity of Metropolitan Seottie DATE -- --- . OF' — ,i >r t �l t 3•,LETTE�PS / ef- G 4 oE _ o � URIo D 177 0=s ER �z%YEB 00 0 °0,1;5 O, 1 METRO STANDARD MANHOLE FRAME AND COVER SCALE: I1 /211 =11 -0 /--- / "0,0voz f, 3,PEQlD PLAN HOL s /B' ,B" / "0A�t/CfiDIP E HOLE N Ot J "�,4�VCHO,P FO,P L,40DE�. - CL E"ATS %B #h '/,! �2 " moz- .4rTOP, axo" 4/DE ,4TB,45*Z- Z 2 "ZoA/G TYPE - EQ'D `94 °,P /BS UNDERSIDE OF STANDARD COVER SCALE: 11/211= II -0 , 1771\1 F7ZL /Ll.9,VUF,4CTUPEO SU,tPFACE ' � _ •:• �� � ; �, , .. - _ / ~( /�t/ SEG�t?E�t/TS iYHE,PE C,4iL1 S ° Nr '\ ��� LOC,C'S ,9PE it/OT 1'L,9CED) 2 C40 L OeeX A er PL,4CI4 41Xe'1111E BOTH \ 24`0/.4, '� \ STD. /VH F,PA1w N I 4 • 4 SECTION G4 NO SCALE �2 "0EV P /A/ __ �--- .2'Z SECTION ?-- G4 NO SCALE Q 1012 �;'riOAIAL 22R STEE Ric/ 2,.o „ 2'- 0 %4' 2' -2" --- - - - - -- - -- — M N. tu J4 Q 2 Jr -O METRO STANDARD STORM WATER INLET FRAME ( TYPE I & Ii INLETS) NO SCALE /sg" !'Z 1 �A4Y MD �1 h \ @ Ia f l `\ Elm I . 1 /4 4 1Y, 2" " N, ri I _L 1 FAF Y4 .l?" v v v7 f!4� Q a q s0 � r3 a � \ METRO STANDARD STORM WATER INLET CURB GRATING (TYPE I INLET ONLY) SCALE : 0/2tf.= 11 -0 L— �2 "�'9,4,PS METRO STANDARD STORM WATER INLET VERTICAL GRATING (TYPE M INLET ONLY) SCALE: 311= I1 -0 G4 X10 res SECTION THROUGH STANDARD COVER /. CA,V-1XI6�f SH,4LL 9EC9S7 XTfEL A. S. TO DES /GrU.4T /O.V SCALE: 311= 111-0 -4 -07, 6PADE 70 -36 D,P A10,0Z1Z" /�e0,V .4 S. T.4,l. 20-0# DES /G�(/AT /O�(/,4 -.x.39 6;ewoE eo - qS -/O " 2. STEEL COiI.1ODit/E�(/TS Sh',4LL BE X re.11CT!/�P.4L G2.4DE 9 '116 ,4 S. 17.-Al 4 - 7 3 F.4B,2/ CA X%4L L BE A1,4Cc'O,FD - " A�t/CE A1171 /. S C ISPfC. ree,054B,Q /C4T /D,t/ HHOLE �4WE/�G Xo%fZ COWAOOW' O OYE T ,PD ST D CD! c �' E F D,Q4/E4 /DE � If 7 Z(/G f/,4it/OL E - A/ 96,& DhVG _ 0XISreele7 10A/ " rI MO�t / 4, IVO,Peel ~ - J '� ,PEQ'D 4„ 4,. 3//6 2 .4'EQ'D p Sy /P SOC/ETY SPECS; AP /LL %6 /HOLES TYP. s/8~ S. ALL FAB,C� /C,4TED STEEL /TE�f1S Sh'•4LL BE6,4L1G4�(/ /ZED FOR MMOS / — �D PE,2 AS.TW.. 0E,S 16i(G07/9Aol A METRO STANDARD STORM WATER e,!)MRL E7E ,4S, rZA- 19Z Y ", SR/C,9T /D,v.. 6. 6A' S, F. 41hQrS,f"z 9EUSE E cP INLET GRATING _ (TYPE I & II INLETS D X E T Pl%ylT. F�P,4it,E ) SHALL BE 9 "111cl/ P,PES.r. FP,4,W- OWOI[L BE N 0 SCALE P.2fSSL/QE TYPE. ,ALL CDl�E,QS SH,4LL BE ST,4.VDAC0 6 "QUBBEP Y j¢ TYPE AS Sh�Di1l/ x J!4 � T,4P ocOR -41g "EVE'PDUR METRO STANDARD MANHOLE FRAME AND COVER PRESSURE TYPE , 0 1..__. METRbPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE SIGNED - il_E R2 0 ?- RENT 0 N DRAWN BROWN AND CALDWELL CAREY AND KRAMER I SYSTEM HILL AND INGMAN R. BECK AND ASSOCIATES SUBMITTED f,� RECOMMENDFD - _(eV _ _ APPRDVEO -- -- C DEC nc.r -L nPr ROvE D— APPROVE AS SHOWN NECKED pe n En ineer - Merropohton n ineers Pro ect En ineer MetropoGtpn E veers �EV 1962 9 q i�i'I 1 9 g Grief f n Inee — -- - - - . _ _ - -- y Ve politon f nginecrs for Metropolitan Engineers For Mun,c,lpolity of Metropolitan Seottie SCALE DATE_ .3~ ��B'x /if FB J Oc �u i � -- D /TCH /LJVE,PT 3 x %2 F. B. PT/OX1,,4L .sPL /CE �2" - A.!/GLE i 4- 4" METRO STANDARD STORM WATER INLET TOP GRATING (TYPE M INLET ONLY) SCALE 4 3 /4 „=l1-0 1 I AS CONSTRUCTED �K G. c \� t'+ CALO OF W4S �' a pF WQy f DAu ”' 10A RICH J� /_966 PQ`` j'��0�2 oP S S gyp, <r O ct _ Z _ Z -o THIS DRAWING REDUCED Fs /ST ER F ,STEM TO HALF SIZE s' °NAB ENS\ ss'oroAL DRAWING NUMBER GRATINGS - FRAMES AND COVERS G 4 SHEET NUMBER OF 2� D" s Cr /sg" !'Z 1 �A4Y MD �1 h \ @ Ia f l `\ Elm I . 1 /4 4 1Y, 2" " N, ri I _L 1 FAF Y4 .l?" v v v7 f!4� Q a q s0 � r3 a � \ METRO STANDARD STORM WATER INLET CURB GRATING (TYPE I INLET ONLY) SCALE : 0/2tf.= 11 -0 L— �2 "�'9,4,PS METRO STANDARD STORM WATER INLET VERTICAL GRATING (TYPE M INLET ONLY) SCALE: 311= I1 -0 G4 X10 res SECTION THROUGH STANDARD COVER /. CA,V-1XI6�f SH,4LL 9EC9S7 XTfEL A. S. TO DES /GrU.4T /O.V SCALE: 311= 111-0 -4 -07, 6PADE 70 -36 D,P A10,0Z1Z" /�e0,V .4 S. T.4,l. 20-0# DES /G�(/AT /O�(/,4 -.x.39 6;ewoE eo - qS -/O " 2. STEEL COiI.1ODit/E�(/TS Sh',4LL BE X re.11CT!/�P.4L G2.4DE 9 '116 ,4 S. 17.-Al 4 - 7 3 F.4B,2/ CA X%4L L BE A1,4Cc'O,FD - " A�t/CE A1171 /. S C ISPfC. ree,054B,Q /C4T /D,t/ HHOLE �4WE/�G Xo%fZ COWAOOW' O OYE T ,PD ST D CD! c �' E F D,Q4/E4 /DE � If 7 Z(/G f/,4it/OL E - A/ 96,& DhVG _ 0XISreele7 10A/ " rI MO�t / 4, IVO,Peel ~ - J '� ,PEQ'D 4„ 4,. 3//6 2 .4'EQ'D p Sy /P SOC/ETY SPECS; AP /LL %6 /HOLES TYP. s/8~ S. ALL FAB,C� /C,4TED STEEL /TE�f1S Sh'•4LL BE6,4L1G4�(/ /ZED FOR MMOS / — �D PE,2 AS.TW.. 0E,S 16i(G07/9Aol A METRO STANDARD STORM WATER e,!)MRL E7E ,4S, rZA- 19Z Y ", SR/C,9T /D,v.. 6. 6A' S, F. 41hQrS,f"z 9EUSE E cP INLET GRATING _ (TYPE I & II INLETS D X E T Pl%ylT. F�P,4it,E ) SHALL BE 9 "111cl/ P,PES.r. FP,4,W- OWOI[L BE N 0 SCALE P.2fSSL/QE TYPE. ,ALL CDl�E,QS SH,4LL BE ST,4.VDAC0 6 "QUBBEP Y j¢ TYPE AS Sh�Di1l/ x J!4 � T,4P ocOR -41g "EVE'PDUR METRO STANDARD MANHOLE FRAME AND COVER PRESSURE TYPE , 0 1..__. METRbPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE SIGNED - il_E R2 0 ?- RENT 0 N DRAWN BROWN AND CALDWELL CAREY AND KRAMER I SYSTEM HILL AND INGMAN R. BECK AND ASSOCIATES SUBMITTED f,� RECOMMENDFD - _(eV _ _ APPRDVEO -- -- C DEC nc.r -L nPr ROvE D— APPROVE AS SHOWN NECKED pe n En ineer - Merropohton n ineers Pro ect En ineer MetropoGtpn E veers �EV 1962 9 q i�i'I 1 9 g Grief f n Inee — -- - - - . _ _ - -- y Ve politon f nginecrs for Metropolitan Engineers For Mun,c,lpolity of Metropolitan Seottie SCALE DATE_ .3~ ��B'x /if FB J Oc �u i � -- D /TCH /LJVE,PT 3 x %2 F. B. PT/OX1,,4L .sPL /CE �2" - A.!/GLE i 4- 4" METRO STANDARD STORM WATER INLET TOP GRATING (TYPE M INLET ONLY) SCALE 4 3 /4 „=l1-0 1 I AS CONSTRUCTED �K G. c \� t'+ CALO OF W4S �' a pF WQy f DAu ”' 10A RICH J� /_966 PQ`` j'��0�2 oP S S gyp, <r O ct _ Z _ Z -o THIS DRAWING REDUCED Fs /ST ER F ,STEM TO HALF SIZE s' °NAB ENS\ ss'oroAL DRAWING NUMBER GRATINGS - FRAMES AND COVERS G 4 SHEET NUMBER OF s r11V UEL !D T`YoE I TYPE Ir LIVER e RE -STL. ,L, /AIER A2 RE -STL. 72" l/ GA. "'6 na /d" QUOTE" 3 041F 76" 3 6A. '16 0 /B" VOTE 3 A10A1E 90" 764, 060 15 " A10 TE 3 410 le 96" O GA• ''6 ta 16" A10 TE 3 z/OAvE DETAIL A VAR LINER PLATE WITH CAST —IN PLACE LINING TUAXE"L ID TYPE I TYPE I STL. R IBS RE-,M STL . R /BS RE -STL. 7E" 4177,09-'6 16 Qa /B" "0rE 7 A/O�(!E 78" 4I 7.7' /0 3'-6 -16 e /8" AJOTE 7 A10AIE 90" 4 17.77�a 3_ =0 "6 (M 15" A10 TE 7 NOC/E 96" 4I 77'I3 =0 I "6 A10 TE 7 410A1E 4 6 r /4 4 VE ,rfz M,IY PR ;4'L /A1E �ETsJ /L -r z TL/A1,UEL /O TYPE I TYPE 2r 4 WER A?- R_C P L /A/1 R 0- RCP ,2_2 GA. CLASS n" YOrEf CLASS l B" 9 GA. j0L1455Zr 900E 3 CLASS I 901" 7 GA, CLASS II CL ASS E A107F 3 CLASS I 06" 5 GA. A/O TE J CL ASS I. DETAIL rc""� VAR LINER PLATE WITH RCP LINER s 5 4 9 it 10 `%Y/AlA./EG /D , TYPE I T ✓PE II STL. R /BS RCP STL R /BS RCP , 72" 4r 7.7'��.3 =6 CLA55i.a AlOTE 7 A10TE 7 CLASS I CL ASS I 76'' 4I 7.7 "na 3'- 6 CL ASS II 90 " 4I 7.7V 3.0 CL ASS IJ CLASS LT A/OTE 7 CL ASS I CLASS I 96" 4I77V 3.0 A10TE 7 Q ;7 8 7 to TUA/A/EL TYPE -T rYPE d . JD ACP STEEL RIBS R C P SrL. R/B.S 72'' CLASS 17 6 B 200 3'- 6 CLASS I A/O TE 7 76" CLASSZT 69200 3=0 '01-.455 I A/OTE 7 90" CLASS lI 6 B20na P =6 CLASS I "OTE 7 96" GL ASSZZ (of1�25a�2 =9 CLASS I A/OTE 7 DETAIL vAR HORSESHOE WITH RCP LINER .1O 0 P 12. SILL - Sill shall be provided at each rib set of a length and width as required. 13. 5PREADER - Steel spreader shall be provided as required. 14. LONGITUDINAL REINFORCING - Longitudinal reinforcing in Type f cast -in -place �ning shall be #5 Wk/AIEG /D /MEXu3' /O 5 20 y ty -` Mtnftt1M 72- ", maximum 96 -Inch. See spcclflcaf aM IM 60 t . 9 2. CAST -IN -PLACE LINING -Concrete shall be Type C with minimum of 6 -1/2 sacks of 7 cement per cubic yard and 28 -day ultimate strength, f c - 5,000 psi. .3. LINER PLATES - Liner plates shall be similar to those manufactured-by. Commercial , 2 " Shearing stamping Co. Except for minimum thickness specified for Type 1 section, /Z'' liner plate e thickness shall be the Contractor's option subject to the requirements '7 /O" contained in the specifications. 4. GROUT OUTLETS - A set of 4 outlets shall be provided at 4' -0 o/c maximum for grouting a /O" voids outside o liner plate or steel lagging. � 5. 1 GROUT HOLES - Holes for grouting voids between concrete lining or concrete fill end A10 TE 7 the tunnel support shall be spaced at 10' o/c maximum with at least one hole between e each rib set. 16. "A" LINE - No tunnel supports will -be permitted to pmject with in the 'A" Iine. 7. STRUCTURAL STEEL RIBS - Except for minimum size specified for Type 1 section , size an spacing o ri s s all be the Contractors option subject to the requirements 1 16'' contained in the specifications. rr 8. STEEL LAGGING OR LINER PLATE - Type shall be the Contractor's option subject to Joints be tight Z10A.IE e requirements contained in a specifications. shall sufficiently to permit grouting of voids outside tunnel supports. 9. PRECAST RCP - Pipe shall be ASTM C76, class as specified. Re -steel shall be two circular cages. 0- 10. CONCRETE FALL HOLES - Fill holes shall be formed or cored in RCP for filling voids bee Nei een outside of RCP and tunnel supports. 11. FILL CONCRETE ; Fill concrete shall be Type D concrete with 28 -dap ultimate strengfll o si minimum .1O 0 P 12. SILL - Sill shall be provided at each rib set of a length and width as required. 13. 5PREADER - Steel spreader shall be provided as required. 14. LONGITUDINAL REINFORCING - Longitudinal reinforcing in Type f cast -in -place �ning shall be #5 Wk/AIEG /D /MEXu3' /O TYpE I TYPE a X Y STEEL FT /BS RE- 5rL. STL. RIBS RE- 574, , 2 " /O'' /Z'' 6820 3 =6 '7 /O" AJOTE 7 A/OA/E 76 " /O" /3" 6 8P00 3'- 0 417 V // " A10 TE 7 AIOAI E 90" /2" 1 /51' 6 B20Ga 2- 6 07 na /Z" AJO TE 7 A10AIE /Z" 1 16'' 7 0 12" 410 TE 7 Z10A.IE 5' lip J 0 -TYPE 6f,% 6" WS 7F WNEAl RE-57L l5 REQt STOP LONG /T 57'L e CONSTR Jr TYP TRANSV. CONSTR . JT J OOIVOVQN JACOBS, CONSULTING TUNNEL ENGINEER . B VAF R ' w_ y`r Z ��` • CAL °2c*D E T A IL "DETAIL DETAIL AS CONSTRUCTED G. o DATE ��aRCH r 2 F � _ STEEL RIBS WITH -CAST—IN PLACE LINING STEEL RIBS WITH RCP LINER HORSESHOE WITH CAST —IN PLACE LINING T,. G �o � �o THIS DRAWING REDUCED , e, 0/ �\� mss /LIST l04Ca3 TO HALF SIZE ,�// /+ DRAWING NUMBER DESIGNED f�1�7Ci W METROPOLITAN ENGINEERS M U N I C I PA L I T Y O F METROPOLITAN S E T T L E FILE R 202 RENTON ..,TYPICAL AL TUNNEL SECTIONS G 5 SHEET NUMBER DRAWN /ACC BROWN AND CALDWELL CAREY AND KRAMER � J scnl_E NO SCALE SYSTEM � /'/+ HILL AND INGMAN SUBMITTED —__ - RECOMMENDED w _ APPROVED APPROVED APPROVE S CHECKED w ` R w BECK AND ASSOCIATES Design Engineer - Metropolitan Engineers Project Engineer - etropolitan En sneers Chief Enyineer Mefio Bran Engineers for Merropolron Engineers For Muncipa�ity of Metropolitan Seattle GATE DEC. 1962 " OF i tE 1 . I l r 's \ V* Fumgr- 5ECT7ON EA5TS /DE /NTEeC lF)"7M 'rM A C,) 3. 7 TjW VEL - CONTROL PO /NT --5rA. OfOO N. /99, 609. /6 E. /G63, 933. EX- 5751DLL WrEWPC SF7T .� 5 ECT /ON5 5, 6, it 7 B57 ® 316 T�56 955 WASH. i E I MY. ,P02 - -27 7-H /S SCHEDULE' ' SE2" DWG. X02 FOe .5 TA. 0- 9- 'W -03SEC r T ESI 7ZINAIE -L F0,e7X L N, / 98803. 00 ,SELt�E� �°L AN- PiC OF-�L E E, /6ro3, B02.30 DISIO°05AIL - S/ 7`E - SEE DW5. 202 N O� 1,b66�000 ° � o J DONOVAN JACOBS, CONSULTING TUNNEL ENGINEER 350 �aie/ BZ8 B L VIP. - mi, ?SO roo /30 /00 50 t4/ A 5 H / N GTON QrN�R� ND tiTA ir N VV Y. E ANN• 8� ✓D• — �N n, a N o PL II6tN�� 007 I itI t Z3 /% 7 f /d, 32� .9•� 1 39 1360 0833 4536 B37 825 Qv gl cs A yE g, f a i87 rN A✓ ' N 91� � 11 _O 0 / b bb took `-AEI T`!lvxzEL_ COIJrR0L 7` - rW ZO9 GAO. 2/ ,E /G67, 604. 26 S. f. A vf- 06 tN cn ss ki up sf i B26 EVE — 5 � ASE � I I tN ROP ALL W AIGLE PT. 3r4 /0a't 28 43 0� 209 290. G S6 E /66 7, 53/. 76 7 Z ` PfsX'D�f "MTLE 70r 05516L E kL77 'T -,NA TI VE 5`15P0.5A L _517E7- USE OF 'rf - /Is -517-F SHALL BE' A)?1iFA/VGED _ W1 rH OlWAIEle. CONTACT" 1VFWF0,e7" ✓/VC,, IC716 /VORTOAI 3L11L DIA16, SEAT T-L E-, FOR THE' /NT•E•2E-57 ED N PA e7 Y, O 0 -COAL cerLe C PCP, SEE DWG 203 .O 0 /0 00 30 40 50 60 'PLAN AND PROFILE DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE DRAWN CHECKED BROWN AND CALDWELL HILL AND INGMAN R W CAREY AND KRAMER BECK AND ASSOCIATES SUBMITTED Design Engineer - Metropolit n Engineers RECOMMENDED Prolecl Engineer - Metropolitan E ig veers APPROVED _% Chief Engineer - Metr liton Engineers APPROVED For Metropoliton Engineers APPROVE _ For Municipality of Metropolitan Seattle SCALE MIA' v.ffj r� ■r� � ©rte n r���� : • f sir' �� ■ �� , ,.. -: _ : ■=1■,■■� . , . .O 0 /0 00 30 40 50 60 'PLAN AND PROFILE DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE DRAWN CHECKED BROWN AND CALDWELL HILL AND INGMAN R W CAREY AND KRAMER BECK AND ASSOCIATES SUBMITTED Design Engineer - Metropolit n Engineers RECOMMENDED Prolecl Engineer - Metropolitan E ig veers APPROVED _% Chief Engineer - Metr liton Engineers APPROVED For Metropoliton Engineers APPROVE _ For Municipality of Metropolitan Seattle SCALE 380 300 750 Z00 /50 /00 50 70 BO 90 /`00AS CONSTRUCTED//a .SCALE: HORIZONTAL 1 "&46`0' � 'VERTICAL I "= 40 DA MACH 141966 DRAWING NUMBER FILER 2 E R-ENTON EASTSIDE INTERCEPTOR SECTIONS 5,6 & 7 f 2 01 SYSTEM PLAN AND PROFILE - HAZELWOOD TUNNEL SHEET NUMBER DATE DEC. 1962 9 OF 16" V O� h Q l� 0 V EX /s r UVIM OV,60 RD. �u COQ JS TRUCE APPRO.� : 300 x F -, /moo` �, % Or tJCCF `i ,P,,, P/�Q v, v .. N } Z z Q Q DC O O z no ono oz= waa 2 - L' cr z O 0 LL 0 W c H W Q (L w }- X 0 _ z ac Q w °- w o Q 0 0w 7 o cr = Q T a(f)U c J � U Q 0O J Lij ck: z u- l►J 0 W Q U cr- EX/5 SpIly a7 - *4 U TRANSVERSE SECTION SCALE: 3Z "=1'-O •2 ''5 2 91f 2 '`T - d/Ore .- P/L E S[JPPORr.4 r E!/ER/' ✓O /A/T. SP.4CALIS OF REAL TS 6'- O O. C, M.4, . I WRAP W/ W /RE MESH I 25 MW CAPAC /TY T /MBE-R 8s rAIC, 5,r &I r01- COA/C, P/L E-T MIA/. 216&7 --f d d "T /PS SIDE ELEVATION SCALE : 3/8, =I, -O DETAIL - SEE DETA /L A/ 2 RE-- STL SRWIA/G Al. 0.41a O. S. OF C[IRk/E ;b MOW -MAX 7'0 RCP T,gq,U`5'ili 6' M IAJ. r s rRucrl -1 50U7'1-1 P ORWA144 ORO. TLIAIAIFL r- NT/JL F? DETAIL 202 GE SUBSEQUEC/T BACKF /L L AS uOrEo /V/ TX L BACKF /L L BEDD /,U6 6 "M /A/. VAR /ES OliER EXC<lWT£ U,U5U /T<1 BL E M.4iER1AL DOiV.0 TO FIRM S.4LJ0 & GRAIiEL & REPL ACE W/ CLASS Zr BACit'F /LL DETAIL c 202 TYPICAL TRENCH SECTION /S' TOTAL ROAD WIOTA/ G. CA ROAD PQ` of wasytic�.,, IAJ too_ SITE PLAN SCALE: I = to a"46 sT.e co"C. /P/PE lwv. - coAtc..Iolxf r OAP .SU/ TA f6L. E JO/y r �,eo X91' o/ST?/Cf'S R - iWI! 56,05' aw j pI/:pE ir 0.007t 7�T. f+r 306 /AW /A/ 59.3 P /Ple 13y _.. 'L _ ,6K METRO / =4 oZ 'h , FXA.64t GFOUA10 -S41,?FACE iv � 5[�RFACE _O ASS Ql /9AG'KF /L L /2 "EXrR 5 7V.. II r- . or ./r 38.0 MAX 7YP. I3" d EXTQ. �6,7St TY� STe, CONC. tiJ Z� C. -S6.5s FOR F[L/INE (TYP) 5c.o CaNC COL Z AAP d" bffN ALL 4POUAD MACH ` `/ p "ExT? s r? CONC. PIPE /ArVE,?TS ff FAfD 6 " M /�t,t CO�c/C ICOM)91AJM . S5 s Ho,PiZ. EMC.4 SEMEA/T 4z L ors• v�,Qr. }A,eOL/AZO jr T.0'12iC.4L 160. a l SECTION A A SCALE= I of I11 - 0 AS CONSTRUCTED DATE : MA RCH //, /966 -10-104641 CHANGE ORDER FOR CONNECTIONS NORTH END END OF HAZELWOOD TUNNEL DESIGNED �LK METROPOLITAN ENGINEERS MUNICIPALITY O F METROPOLITAN SEATTLE FILE R 302E RENTON DRAWING NUMBER a DRAWN MCC BROWN AND CALDWELL CAREY AND KRAMER NEWPORT HILLS CONNECTIONS SHEET NUMBER kI HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED RECOMMEfVDEO GPPRpVED APPROVED APPROVED SCAL/�E�+ PATE MAR.24,6 SYSTEM I I CHECKED �� Design Engineer - Metropolitan Engineers Project Engineer - etropbL�2 Chief Engineer - Metropolitan Engineers For Metropolitan Engineers For MunicipoGty of Metropolitan Seattle AS NOTED OF .J 0+44 7 e:5-ROU7,0—D RC- -57'E5L SC-C7'140AI td I 20o ISO I 1 11 1 O xx 100 \RRIMR ;\ . .� IrO 1+00 2+00 Lo 3+00 4+00 5+00 7+00 10+00 13+00 14 +00 15+00 0+44 + 4 4 0 + 44 3 3(w \_4 S 7 _5+CO2 3+34G 8 ♦ 34. 11+28 13 +42 14-+12 -28 -63 to -1 -64 7-31-G3 9-27-G.4- lr,. - a-3 8-23-o'.-3 ZZ+B4 10 lle _G 4 to- I I- C.4 ef.'r Ro U r 0 ItF 250- 200 lit 100 So � \\R � \\ 0- 15 +00 +00 W. - - 17 +00 19 +0o 21t00 2-2+00 23+00 244400 2T+00 27♦oo ?9+00 -1 +52 184-44 18 99 22 +4Z 22+57 25+39 24;+18 4 4-5 3 4 5-30-64 SCALE, HORIZONTAL I"z50 VERTICAL 1 50' 1046,"3 DESIGNED DRAWN CHECKED METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R,W BECK AND ASSOCIATES MUNICIPALITY 0 F METROPOLITAN SEATTLE F ILE _R302E RE N TON SYSTEM EASTSIDE INTERCEPTOR —SECTION 5-7 HAZELWOOD TUNNEL PROFILE DRAWING NUMBER � 2 SUBMITTED I Design Engineer -Metropolitan Engineers RECOMMENDED Project Engineer - Metropoliton Engineers I ED Chief Engineer - Metropolitan Engineers APPROVED For Metropolitan Engineers APPROVED_ For Municipality of Metropolitan Seattle SCALE AS NOTED DATE FEB 66 SHEET NUMBER 2 OF —8 .J 0 v z 250 5o O 90+00 30 +58 9 -30 -c3 A4041 T-co 31 +00 32 ♦oo 33 +00 34 +00 3�3 92 3 3-1 8 -25 -64 8 -►6 -64 t K/RKL L 4 s- F �L A `s N/ L/ G T o TO HALF SIZE 33tS5 l0 -5 -�3 I moms in mommomiNk 3G +47 39 +08 41+013 10 -12 -0 10-4 -C4 9 -27- 64 er ,QourC- -D 35+00 36 +00 37 * 00 36 + 00 35439 3C +39 37 ;39 B- 9 -64 4- 3D -64 1 -3 1 -ro4 SCALE= HORIZONTAL I " =50', VERTICAL 1 "- 50' VICINITY MAP . llrl UFA/7 !fM'f71 r V s/ poi 39 +00 40 +Oo 4� t Oo 3883 4o +49 I- 12 -64 IULK1aEAn TD de LINED LATE SWITCH To ,5e I- /AJ ED LATER _39 +9ro 10 -20 -63 'm\\\\\ 40 +3b Id -27 -r,o3 A1R0U7 -C'0 �42 +00 43 +00 41 +'5 r 4280 I -S 64 IZ -15 -63 my c,e if" MAN LOCK 44 +9G It -1 -11i 44 +00 43 +! 35 5UL KNEAD 1�ESUM� L /N!N!r 6 -Z9 -G4 b' 44+ i8 10 -31 -63 45 +00 44400 6- 3o -ro4 104G.4 DESIGNED METROPOLITAN E N G i N E E R S MUNICIPALITY O F M E T R O P O L I T A N S E A T T L E f It F - R 302E R E N TO N EASTSIDE INTERCEPTOR —SECTION 5-7 DRAWING NUMBER DRAWN �J BROWN AND CALDWELL CAREY AND KRAMER L� 3 JC °LE SYSTEM HAZELWOOD TUNNEL PROFILE SHEET NUMBER HILL AND INGMAN R w BECK AND ASSOCIATES SUBMITTED RECOMMEwDEO APPROVED APPROVED aPPROVEO _ -. AS NOTED CHECKED Design Engineer - Metropolitan Engineers Protecr Engineer - Metropolitan Engineers Chief Engineer - Metropolitan Engineers For Metropolitan Engineers For Mun o polity of Metropoliton Seattle DATE FEB 6 66 3 OF _8_ 2,50 200 160 4 1F 150 Q GKQUT ETA R OU 7-C-0 ku %n -4 59 �36. 9+355-4 41 rr-. 5 il 31 64 +33 a 51t 3 5 69 8o 1-31-64 Z -7 -GS 12 -27 -G4 12 -31 -64 2-z8 -65 Z 50 ".7 --- - _ op- 441 200 NERK4j, 190 TI I I X 4�\ww AIR L 0C-&- \\%N\ 543+00 60*00 4; 1 +00 rv2+0 S\4+00 C75+00 Gro +00 (;,1 + 00 11009♦00 70+00 '7/ +00 12+00 73+00 114AID AdININer- No 419 .0 #10 1:8 0 MINING e-14 PSI r.04 32 60 ♦44 r. 84 (40 18P rr.,9 .11 r. 9 G9+92 A5-11- 64, Z-31 -4 11 -29-6;4 i� 104&*:, DAYS ^,9eSL1MC-D ZIA(/A/& 2-23-og:S' SCALE, HORIZONTAL 1#1-50 1 VERTICAL I"w 50' DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY 0 F METROPOLITAN SEATTLE F ILL R302E RENTON EASTSIDE INTERCEPTOR —SECTION 5-7 DRAWING NUMBER DRAWN BROWN AND CAL DWELL CAREY AND KRAMER SYSTEM HAZELWOOD TUNNEL PROFILE SUBMITTED SCALE SHEET NUMBER CHECKED HILL AND INGMAN R w BECK AND ASSOCIATES Design Engineer -Metropolitan Engineers RECOMMENDED Prow, Engineer - Metropolitan Engineers APPROVED Chief Engineer - Metropolitan Engineers APPROVED For M etropolitan Engineers F? aPPn\/Fn_ For Municipality of Metropolitan Seattle AS NOTED DATE FEB 66 —4 OF 8 J L* 754 ffG 79+ 56 85 +55 E, Cr R 0 4/ TC-D � RO 4.1 77ED GROU7C-D _ww //\777�7777_, 300 250 X 200 4_4 \10 R!!!I1 X \ \\ too \ \ I N so s\ \ 73 +00 '7 +00 57+00 7 -7r. +00 77+040 764-04:7 79+oo C<7 94+00 85+04v <57+oo rn COMPLE-TED 73+CP2 455 '7ff Co 5 (6040 3 + 94 q6 7- r..,5 3-21-I05 NO '.j. N - - m - DAYS SCALE, HORIZONTAL 1 "= 50'. VERTICAL I"= 50' K9Z+-77 Z +69 G -30 -44 - 77 4:f-r- R OU 75 D N SO ipj 10z+00 +cc:) 200 103�;25 10++Cc4 *69 IOG442 1064-69 P41 150" X 100 IL Alk 40 C/Ics o PSI 46 P.5/ -MAX - 6, COA,04 4F 7-C-,O 4- 6 )4 Psi PSl A41 AJ. / ,3 7+00 466 69+00 90+00 . 91 +00 .92+00 93+00 94400 95+00 96 +00 97+00 98400 994-00 /00+0<3 457-+Z2 +39 90+76 lrqr �3(.3 /rn+710 .92+1560 5Xtr D091AI r93 38 357+T3 9r.0 + 13 21 7 7C. + 943 70 - 99� 31 r10 I+ 7"S 8 -G4 3-28-65 4 -7- 5- r.+ RF5V,0vfC- M11WAJ r% Ape 0 01AD 7-19-r.,4 7-31-4,4 5 -31 -64 9-9-C4 A/k DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY 0 F METROPOLITAN SEATTLE FILE 302 E RENTON EASTSIDE INTERCEPTOR —SECTION 5-7 DRAWING NUMBER s5 Ds _R I I r.�Pp?n\/Fn SCALE SHEET NUMBER DRAWN BROWN AND CALDWELL CAREY AND KRAMER SYSTEM HAZELWOOD TUNNEL PROFILE C CHECKED HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED Design Engineer -Metropolitan Engineers I RECOMMENDED Project Engineer -Metropolitan Engineers APPROVED - I Chief Engineer - Metropolitan Engineers APPROVED For Metropolitan Engineers I For Municipality of Metropolitan Seattle AS NOTED DATE FEB 66 5— OF 8 L*