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Home My WebLink AboutzS-0707SetW ,I Q O 2 a 0 N aN en l L� n ta I N Cella^.blil m FUTURE I �_ se �� OG TN _ ST._ INDEX TO DRAWINGS EASTSIDE INTERCEPTOR T - SHT OwG. GENERAL DRAWINGS SECTION 3 �� ' \�Il NO NO. (APPLICABLE TO MORE THAN ONE SCHEDULE) LAKE WASHINGTON DISPOSAL SITE FOR SCHEDULE I IV _ 1L� B AUBURN l"N SCALE IN S o z A ! K, P �v 4 J 1 VICINITY MAP �C � 1 CITY CF � R€NTON " -�- SCHEDULE 3 1 AIR I FO k . \ T BRYN MAWR I BOEING RENTON TRUNKS _ AIRPORT WAY EASTSIDE INTERCEPTOR-SECTION I_ 3 ga. (UNDER CONSTRUCTION) - -- r - - .A�.7.PadSe 'METROPOLITAN ENGINEERS MUNICIPALITY 0 '4 2PWIP NN4 CAEDWELL GpFel aNO nPAUTA tape �LLL 1Mp WGMAP 0.M BECK 4, As, ll.tf S /J a 8 TN, . 3 VE . _. N. 1 GI LOCATION MAP AND /NOEX TO DRAWINGS - 2 G2 SANITARY SEWER MANHOLES '..E. I00 LET 3 G3 GRATINGS FRAMES AND COVERS 4 G4 GENERAL NOTES AND SYMBOLS .. 5 G5 ROADS - TRENCHES -PIPE DESIGN e SCHEDULE I- E. SIDE INTERCEPTOR - SECTION 2 6 /0/ STA O +00 TO STA 27450 k'A "" 7 102 sra 2750 TO SrA. 55+50 I T• 8 103 SrA.55 +50 r0 STA. 83-50 x j 9 104 5TA85-50 TO STA. 89A83.18 8 DETAILS lO 105 SECTIONS 8 PILE PIPE SUPPORT 1l 106 SPECIAL 8 TYPICAL DEFLECTION MANHOLES Py SCHEDULE I EASTSIDE SCHEDULE 2 -CEDAR RIVER TRUNK - SECTION I - INTERCEPTOR- /2 2D/ sra oroo TO STA. 26-5D SECTION 2' - 13 2OZ 5TA.26 +50 TO STA. 54✓•50 14 203 STA.54 +50 TO STA. 82-50 3 204 STA. 82450 TO STA. 83420.42 8 DETAILS 16 205 CASCADE MLLS TRUNK COAOVEC7701V _ - - SCHEDULE 3-BRYN MAWR - BOEING RENTON TRUNK, 17 301 STA Or00 TO STA 14.40 l8 302 STA. 14440 TO STA 2725 s 19 303 STA 27425 TO STA 47-00 20 304 SIPHON 8 BRYN MAWR T P CONNECTION 21 305 RENTON 30 TATINK CYWN£CT/ON a OgrA /LS g' 306 RENTON SIP CONN, SECTION 2 DETAILS ,1 N cepq �eR TROryk 3 ear _ aq! 10N 1 e CEOA@ Lq - RIVER !! '0c O DATUM NOTE.. 'PROJECT ELEVATION 100 EOVA-2 MEAN SEAS , 1 CASCADE 'LEVEL OlyTVM LL8GSG8-1828 {I9tl{,QJ.1 SCALE: 1'•RO°' HILLS T , ..iY.. e: ' •. 004451 ,• .^�W�/��Ofi, ' .' AS CONSTRUCT ED c .sl ' oATE.JULY 4 1954;. IE.TR0P0LITAN SE T'TL1,; , 14.22�' jj €NTONJ LOCATION MAP,; ., Gti': ; - • >•'°•<^ ':•• ,,,...as.F,d "owR� "'• FEB z' "�:4$i'ST:EM.� INDEX-TO DRAWINGS i "!'. nC . rYw% N..YnsYYY Yw f PSI{ f. Y. .,y �t�/ET,PO. STD F2,4iLJE � covEA2 �i fa BL DCL�S � o• 2�0 D/A In ,y xI -p O - �Ereo- sTO. DIMENSIONS & REINFORCING STEEL FOR STANDARD TYPE C MANHOLES - \ F,2.4,t1E E• CD{/E� CONC. DIMENSIONS REINFORCING BARS a u- w BOTTOM SLAB SIDE WALLS TOP SLAB W — W O \ (I T,I (IW,1 +,u�, +, v.1 IISII �,R�I 1��I, 1,`, I� �i / T 4.Z1, q s -- — r.- COrVG .40 ✓UST /�t1G a ° ? A B E F G J o # o � - -- Q # o # - Q -- � -- Q # # o � Q =rL - _ BLOCk'S r54- N- a ENGT N- a ENGTH N a ENGTH N- r�, ENGTH N a LENGTH N 8� LENGTH N- 8� LENGTH N- 8� LENGTH N 8► LENGTI ° 10- 30' 6' -6 7' 4 12" 14" 12" 8" 8 #5 4 =11 04 6' 1 18 "5 4' -11 10"4 6 =11 305 4'-II 4 *5 6'- 1 2 *5 3' -10 2 *5 _3'- 1 4 #5 17'- 7- C,POfli.V ELEI/S. TO 1� PRECAST 31' -50' 6'- 6 7' 7 15" 9 #6 6'- 1 22 #5 7' -2 3:95 6,-1 3' -10 17' 7 2 -O D /,q S7" 10 ' 30' 6` 9 7'- 7 12 ° 8 *5 6'- 4 20 #5 7'- 2 3 #5 6'- 4 4'- 2 18'6 - Tylole z L.9TE,P,4L = 31' -50' 6� 9 7' -10 15" 906 6'- 4 22#5 7'- 5 3 % 6'- 4 4'- 2 18,6 T. L to - \ COrI/.t/ECT /Dit/ a0 _ a 60 10' -30' 7' -0 7' -10 12 9 *5 6'- 7 20 #5 7'-5 4#5 6' 7 4'- 6 19'- 5 FOP,f9 ,PECfSS 1 0 31' -50' 7` 0 8'- 1 15" 1046 6`_ 7 24#5 7'- 8 4 #6 6'7 4'- 6 19'-5 P,QECAST ✓D /it/T P, ' - - - -t -- -- ( STD. 4 -O O /,9. ° 63 10 - 30 7 - 3 8'- 1 12 9 #5 6- 10 2 2'45 7'- 8 4 #5 6-10 4'10 20 -4 p;: ►. 1 ° =- �u � 31 -50 7 -3 8 -4 15 10 *6 6 -10 24 #5 7 -11 4 #6 6 -10 4 -10 20 -4 sH.4LL0�4 TYW 2 -00/.4. :: to .I •' •;: �. . �r, •. • t\,7 -,, , I 1 " 1 , I I 1 66 10!-301 � 7� 6 8� 4 1211 10 #5 71 1 22#5 71 I I 5 #5 7 � 1 51 3 21' 3 O t 5 -3 21 -3 31 -50 7- 6 8 -7 15 I I6 7 - I 26 #5 8 - 2 56 7 - 69 10� 301 7� 9 8� 7 1211 10 #5 71 4 24 #5 8� -2 5 #5 7' 4 5-7 221 -2 N, 141 h I � o /i 1' 31' 50 7� 9 8'10 15„ 11 *6 7� 4 26 #5 81- 5 5 #6 71- 4 5- 7 22 2 BASE - SECTION ,� ''� 72 10 -30 8 -0 8 -10 12 10 *5 7 -7 24 #5 B -5 6 05 7 -7 5'- 11 23'- 1 •�- O D 4. 1 I I II ,I 11 II , , , I I I 1 1 �I� 31'-50 8 -0 9- 1 12 14 IS 8 12 #6 4 -II 7 -7 28 #5 4 -II 10 #4 8 -8 6 #6 4'- II 7 -7 5 -11 3- I 23-1 w 78" 10' -30' 8' 8 9' -7 13" 15 14" 12" 10 #5 5'- 7 8- 3 3095 5L7' 12 *4 9'-2 6#5 5' -7 8'- 3 7-3 3' -8 24' -11 kN p t\ O y/p,P/,q,Z / 1 31 -50 8' -8 9L 8 15 12 #6 6 #4 8'- 3 30#5 9'- 3 6 #6 8'- 3 7'- 3 4 5 24' -I I I J i W I " .. I ' I 1_ ,I * I Y 1 * I = # I i 84 10 -30 9 -2 10 I 14 10 5 7 4 -9 32 9 -8 -9 I 26 -9 Q � � �: TOP H.9LFOFf' /PE TO BE I SHELf, SLOPE / " kllt # 8 #5 7 # 5 8 7 I 6 5 31-50' 9' 2 10 '-2 13" 15" 1511 12 6 8'- 9 32 5 9- 9 T 6 8-9 3 � 8 26� 9 �'/41aeUR -- 1AIS1,0F 4F/ // B,CrV vZ*�(/ TY!' /C,4L L,4T£,2,4L - 90" 10� 30' 9� 10 10' 9 14" 16" 14" 10 #5 9'- 5 26 #6 10' 4 7 X15 9' -5 3 =10 28' -7 ' N \ - _ ' ` : I I I I 11 # + � 1 � 1 O EL�EJ'TOBEPL.4ST,We,0 >�' -7 W j` t a o ff• 31 -50 9 -10 10 -10 15 12 6 9- 5 26A6 10- 5 7 6 9`- 5 28 -7 - SLOPE S�IODTf1 /Y /TH�IG�TA2. ,� - - - -- �'• , • p I� •• ,; / r � ' • I •.�.,0 11 I 1 1 1 ,� 11 # I # I I r M / �? a tI' °.I' + \ == o I' I,o 96 10 -30 10 -4 II -3 14 II 5 9 -II 28 6 10 -10 8115 9 -II 30 -5 TyP /C.4L FD,P.4LL r'' . ='1 0 'ti ( 31 -50' I I u " u # # /L1.4.(/HOLES _ -- h,� V_I, 1P� 1•D' 10 -4 II -4 14 16 15 13 6 9 -II 28 6 10 -I1 7 6 9 -II 30 -5 5.�1 /�t . -- '':' •�' 'i" ' 1 I I ' �' ' I 1• ` Qi , I. 10211 10'-30' 11= 0 11110 15 17" 14" 11 *5 10'- 7 32 #6 if 5 10#4 10� 7 32' -3 N. ° 1 ' - _- ' -- - = ' : - • 1 f 31'- 50' 11' 0 11' -11 15 ° 1406 704 10'- 7 32#66 12 #4 11'- 6 8'06 10=7 3 =10 32-3 �; 0'- I I O � - � - �j• t �rl , • � -. D `O, 1_ • i � I w 1 q I , I I 11 � I �1 0o I _ , I liV`l Vp\ o. l• _ "/ -0 108 101 -301 1 I L 6 12' 4 11 1411 12115 5 5 11'- 1 3611`6 14 *4 11 11 If 4 III 1 3 � I I 34� 31 -50 11-6 12 -5 15 17 15 14 #6 11 -1 3616 12 -0 9 #6 II -I 3 -II 34 -1 w _ - .. " 1 1 1 1 " 11 " °- '� _ ,� !f ° 120 10 =30 12 -8 13 -6 16 18 14 13 *5 12' 3 42#6 13'- 1 12 #4 12' 3 4'- 1 37 =9 ACCfPT,4BLEFLEX /BLE =t i' �Yt• er' P •= 31' -501 12� 8 13� 7 16" 18" 15" 15 6 # t1 # * ' - _L -; -: -= ' ;%'�' A . 1. I, - -� - - l' h �- r� �. o.. , .� t 5 5 12 -3 42 6 14 4 13 - 2 I I 6 12 -3 4 - 1 37 -9 7-- ✓D /�t/T FO,P -' - = - II I 1 I 1 II 11 1 I , ' GbR'ALL �° /fESTO.N.H. .'4`' 1 1.: • 6 132 10 -30 13-10 14 -8 17 19 14 16 #5 6 #5 13 -5 50 #6 16 #4 14 -3 13#4 13' 4' -2 41 -5 �•' /f Y,, ••t ••• •.P''••',t •..f..' ^. .. .. 1 c 1 1 1 1 11 It 11 31 -50 13 -10 14 -9 17 19 15 16 6 13-5 .5016 14 -4 12416 13 -5 4'- 2 41 -5 S- Q 7 - /O 11 1 1 1 I 11 11 11 d 1 1 1 �.� 144 10 -30 15-0 15-10 18 20 14 15 #6 14' -7 407 7 15 - 5 14 #4 14 -7 4 - 3 45'- 1 nRECAST CC/VC,- 311 -50' 15'0 15'11 18'1 20" 15" 12" 17 #6 5' -7 605 14' -7 40 «7 5' -7 16 *4 15' 6 13 #6 5' -7 4 *5 14� 7 2#5 7'- I I 2#5 4' -3 6 #5 45' -1 - BASE —PLAN AA36' (OPr /OwAL) STANDARD TYPE ,A PRECAST MANHOLE,.', TYPICAL CONNECTION STANDARD TYPE B PRECAST MANHOLE ` ,elsEQ x# -,o-T TOBE STD. *4 P" TO 21" (INCLUSIVE) DETAIL 24" TO 48" (INCLUSIVE) T�E,�, � /rvc�urB,Ias� 72" TO 48" REDUCING SLAB J -,P /S�Q Sh,�FT TO BE.STD..HH. TXPE A, !Y /1�y0!/T EQSE .-- "Q ~BASS SP DT E�f/D /Y /TH r /V .flET.4L ,Q,vG - ...� "Z ~8,WX!ACEE�l.06.CE Lop IF Li 'osw 4LL 71, ,0"¢BA1. H': h FLEX /BLE ✓O /�G'T- - f� /FEE 3 /is QELLS �1.4Y BE C.4sl /,!/ �_ �r °- CDI/�' fY.4LL /�G4S'lEAD _- .-- t- -•- - -- - SEE DET14 /L _ c,� d � - ,�' � } ^� 4a y4 ,v4f4 ..FILED .�11T - �- _ - -- - � .._ •_ _ _ � a . �; f � . U jj ' h 2 - --- -,� Gz - � I � G2 � �,� � 1 ! j I f ._ , ,Pl/BBE,Q G;QS,IC�ET Ira I ZZ& PE•4rlol/"T - - - t ►� - Q d � M 0 T _ O �,. TYPICAL FLEXIBLE FLEXIBLE JOT IN fl _ .,' 'V •�J '1 t� o t I _' r- M M •>j'�,`!x•t•t•'I. '�,�i': ",a � l PIPE AT MANHOLES " a y Y B�.S W BA.2S Z B4,PS. TABLE ,:-?W -S' 1 "7 " BACS ellee4lWe 1146 lerlY ' r G2 t EQUAL sf ocEs 5 x 1,3 HOOP E.QU,4L ZA 0 24 o "e' R.4'a .S/'L /CES. Sf�AC,RS s�acES PLAN Ca /5"o�C 4 ,_ O �oTZ f�Yh'EAee T Ewes E.V - - - -- - - - 2 "ryp ceo,4cH ov ✓r. s«-E-v"r; eE,vv STANDARD TYPE C MANHOLE 0O.vt/,4S 14VIC,'41"ED 5411 T0144 " � NCLUSl V zzx1sTy ox AeeQO r///,r SECTION 2 S E C T I O N' � .o.�oZ /Es TQ G 2 i G 2 - X ~.944s _ "y "B.o,�s �' � � i TI `•--; r- I � _ mss, ,,.saes Cl.P DFBQTTLk4F,4CE U "B.++O.QS , EL 11w1 t/,4TE Z X 4 J#PeSe, 4X r fO,VE SECT /OK/ 4XI TYPE ,4 IF B 1Y14x1*QiES 1 2� LESS 7*41 / 9 "DEE.p TO Cleaw1v alc Irlem"le. lgrlocloloezr ,PEDIJe*1XAV 71OOT DEPTH OF 4' 01C 6 �C /E�C!/LA,P /10,4�f/r�'OLE SECT /GLt /S, l/.�E.PEDUC /,(/6 .SG4B • 1 2 ��Ti'P. fO�P SUf3oDQT /.VG ,4D ✓IJST /,V6 BL OC.[�S. 2. �1J.4.UHOL E tSTEPS ,4,PE �t/OT ,�EQU /,PED. APO vEeT /C.4L SECT /D�(/S 1r0 CO,t/FD,E'�tf TO .9 S. T. 4l. DES /6•c%aT /O,U C76 aA1711- TEXUTAT /YE ov,4sll • -RIV14.. SPECS' .p.PE.4PP.20!/ED. CQ[/TAC�.aCTGtP TD X11,eW1,r DES /Gd/ 4WaS. rOAe AP10A20viO4 . , ALL ✓O /A/TS, EXCEPT P /PE ✓O/�(/T3 S,�i,4Ll�- b'E tilO�PT,'4� F /LLED , u u �� .S .4LL PIJE,S .Sr'>/i4LL BE ,CU/AAC T,r Q' JD 72 TO 24 REDUCING SLAB 48 TO 24 REDUCING SLAB voccrrs Pepe 7XR/c.,4zT,a /L, DESiGNEDEOG METROPOLITAN ENGINEERS M U N I C I PAL I T Y 0"F METROPOLITAN S E �(T T L E DRAWN ^ M BROWN AND C:ALDWELL CAREY AND KRAMER T SCAI_F s 1E3Mi r E i l / ! R r' n ��'� E .OMME J(lEp IrLQ� APGF70vED ' %%Til.fii�- df�FF?JVE_U At'Pf70VF_ � - �n� HII__L AND IN(iMAN R W BECK AND A SOCIATf_5 - AS SHOWN CHECKED L�esigr, Engineer Me,ro(, r>htun h. r�q �ncers Pro�ecr tr -gweer - Me'ropohl,]n Enq i;ear; F--ief Fn inee� Me!� > >ol +nr F_nr)u, E•er; F'Or McT,opolO n Fnginee:rs Fpr Mun"(_iprjhry of P(�etrci 4�olila•, SPl]rfle- \,�J N.CA L-)� WA 1 ,y �<1 AS CONSTRUCTED OFs�^01ST Ef�� E� DATE JULY 69 1964 NAL F i E G 200 DRAWING NUMBER RENTON SANITARY SEWER G 2 SYSTEM E MANHOLES SHEET NUMBER ��TF FEB. 1962 2 f 22 7 •-FZ U// ae" G,2DDYEFOAe , • t", — .o/PE.ffa&'T, ezo 1&7. ! 1� 1 \ • PLACE ,4PP,201/ED PLUG - _ c- OR A7/T/J�' P/�E VO,er,4,e D.4A4 1441E,12T TO - - " -T - -- - --- -- - -- - - - -� - -� ' , -J 8 "7H4reSLA8 /'vCQ(/C 10(9Z1,0 6*0AIC A0 ,6 '!4 o i - - C'OiIIPACTED F✓LL covfe - n ! To BE EQ!/.4L , ' ; \- 6 "tit /A/. r0AC,0 1 I � b � I - -:. • : D,POP P /P /�(/6 TOBE 5.4�1fE 1 1 - = , .'.• S /ZE" :4S /�!/TEA2CEAlED �' '1•� _ D p- - - - - J 1 ::.:. ,_• a �.. P /PEtiIQ.PT.Q,QEO .GNTG� . _ n. .. 4446oe.CL Gig' Ao" STANDARD DROP CONNECTION 72" TO 48" REDUCING SLAB J -,P /S�Q Sh,�FT TO BE.STD..HH. TXPE A, !Y /1�y0!/T EQSE .-- "Q ~BASS SP DT E�f/D /Y /TH r /V .flET.4L ,Q,vG - ...� "Z ~8,WX!ACEE�l.06.CE Lop IF Li 'osw 4LL 71, ,0"¢BA1. H': h FLEX /BLE ✓O /�G'T- - f� /FEE 3 /is QELLS �1.4Y BE C.4sl /,!/ �_ �r °- CDI/�' fY.4LL /�G4S'lEAD _- .-- t- -•- - -- - SEE DET14 /L _ c,� d � - ,�' � } ^� 4a y4 ,v4f4 ..FILED .�11T - �- _ - -- - � .._ •_ _ _ � a . �; f � . U jj ' h 2 - --- -,� Gz - � I � G2 � �,� � 1 ! j I f ._ , ,Pl/BBE,Q G;QS,IC�ET Ira I ZZ& PE•4rlol/"T - - - t ►� - Q d � M 0 T _ O �,. TYPICAL FLEXIBLE FLEXIBLE JOT IN fl _ .,' 'V •�J '1 t� o t I _' r- M M •>j'�,`!x•t•t•'I. '�,�i': ",a � l PIPE AT MANHOLES " a y Y B�.S W BA.2S Z B4,PS. TABLE ,:-?W -S' 1 "7 " BACS ellee4lWe 1146 lerlY ' r G2 t EQUAL sf ocEs 5 x 1,3 HOOP E.QU,4L ZA 0 24 o "e' R.4'a .S/'L /CES. Sf�AC,RS s�acES PLAN Ca /5"o�C 4 ,_ O �oTZ f�Yh'EAee T Ewes E.V - - - -- - - - 2 "ryp ceo,4cH ov ✓r. s«-E-v"r; eE,vv STANDARD TYPE C MANHOLE 0O.vt/,4S 14VIC,'41"ED 5411 T0144 " � NCLUSl V zzx1sTy ox AeeQO r///,r SECTION 2 S E C T I O N' � .o.�oZ /Es TQ G 2 i G 2 - X ~.944s _ "y "B.o,�s �' � � i TI `•--; r- I � _ mss, ,,.saes Cl.P DFBQTTLk4F,4CE U "B.++O.QS , EL 11w1 t/,4TE Z X 4 J#PeSe, 4X r fO,VE SECT /OK/ 4XI TYPE ,4 IF B 1Y14x1*QiES 1 2� LESS 7*41 / 9 "DEE.p TO Cleaw1v alc Irlem"le. lgrlocloloezr ,PEDIJe*1XAV 71OOT DEPTH OF 4' 01C 6 �C /E�C!/LA,P /10,4�f/r�'OLE SECT /GLt /S, l/.�E.PEDUC /,(/6 .SG4B • 1 2 ��Ti'P. fO�P SUf3oDQT /.VG ,4D ✓IJST /,V6 BL OC.[�S. 2. �1J.4.UHOL E tSTEPS ,4,PE �t/OT ,�EQU /,PED. APO vEeT /C.4L SECT /D�(/S 1r0 CO,t/FD,E'�tf TO .9 S. T. 4l. DES /6•c%aT /O,U C76 aA1711- TEXUTAT /YE ov,4sll • -RIV14.. SPECS' .p.PE.4PP.20!/ED. CQ[/TAC�.aCTGtP TD X11,eW1,r DES /Gd/ 4WaS. rOAe AP10A20viO4 . , ALL ✓O /A/TS, EXCEPT P /PE ✓O/�(/T3 S,�i,4Ll�- b'E tilO�PT,'4� F /LLED , u u �� .S .4LL PIJE,S .Sr'>/i4LL BE ,CU/AAC T,r Q' JD 72 TO 24 REDUCING SLAB 48 TO 24 REDUCING SLAB voccrrs Pepe 7XR/c.,4zT,a /L, DESiGNEDEOG METROPOLITAN ENGINEERS M U N I C I PAL I T Y 0"F METROPOLITAN S E �(T T L E DRAWN ^ M BROWN AND C:ALDWELL CAREY AND KRAMER T SCAI_F s 1E3Mi r E i l / ! R r' n ��'� E .OMME J(lEp IrLQ� APGF70vED ' %%Til.fii�- df�FF?JVE_U At'Pf70VF_ � - �n� HII__L AND IN(iMAN R W BECK AND A SOCIATf_5 - AS SHOWN CHECKED L�esigr, Engineer Me,ro(, r>htun h. r�q �ncers Pro�ecr tr -gweer - Me'ropohl,]n Enq i;ear; F--ief Fn inee� Me!� > >ol +nr F_nr)u, E•er; F'Or McT,opolO n Fnginee:rs Fpr Mun"(_iprjhry of P(�etrci 4�olila•, SPl]rfle- \,�J N.CA L-)� WA 1 ,y �<1 AS CONSTRUCTED OFs�^01ST Ef�� E� DATE JULY 69 1964 NAL F i E G 200 DRAWING NUMBER RENTON SANITARY SEWER G 2 SYSTEM E MANHOLES SHEET NUMBER ��TF FEB. 1962 2 f 22 7 /�7J�C —,�C7r Cam. i o Ui O- S r=nW[p R) 6�� _�I�r L.Ir tO a o�o� 3 "L�'TTE,eS 1 G3 r iO,e L.40DE.r2. METRO STANDARD MANHOLE FRAME AND COVER SCALE: I1/2 " =1' -0 CLEATS %B %2 `Y /DE.GT TOP, 3 /4W /DE ,4TB,4sE 2 "*ZOA/G - 3,►PEQ D \ I 414 w�P /Bs 600 0 \ PLAN UNDERSIDE OF STANDARD COVER SCALE: I1/2 "= I' -0 _ 27 "D14, 25 _D_ /A_ - CLE,4rS V I % ; L s /B 0,4�(/CHOQ h4�LE �'' r �� FOre L,ODDEQ �j , % \ ` • \ I N .�,�cHivE BOTH � • ., ` r ,.::, \ \� y,. Q .. 24 `Z)1,4, A2 %DEB N I "`,044. 1 I SECTION G3 NO SCALE f- j-- CLE,4TS I POW &or REQ'D i2 IDEYE�PDU,P „ P /�(/ - - - - -- 2'�4 i/ _ - - h.0 Z, srEEL Corrz R .o /,V \I Li ; I w I 2,-O` Z' -s'r4" Z' D" a r 4 � 2 Alf METRO STANDARD STORM WATER INLET FRAME _ ( TYPE I & II INLETS) NO SCALE ' 0 O+ y2 = r1 -- i it.� J j mm lk NJ IV 7 al c I �I ti J 1 a QI �l?•4i!!C/fi4C�"U,PED ' i ifl.4CI�/ /it1E0 �j "� ,\ SECTION 2 � h LOC,� Ft7s /T /o�(/ — SU,PF,4CE --J G 3 /Y/noz- C4ly -- \.. NO SCALE LOGE'S XAIRE AI07 PLACED) r �a / B (/N THPfE SEG�YIE,VTS ~ - er _ 2 C�/M L OCE'S AQE pL,4CE0� ._ G3 SECTION THROUGH STANDARD COVER ,vorES ' /. C,4STl�t/GS SH,4LL BE G4ST �S'TEEL �4. S. T. �f1. OfS /6,U,4TlO.t� SCALE: 3"a I' - 0 A-27, G,eADE 70 -a�6 oe ,(/DDUL.Q,e /,e0�(/ A S. T.,l•! 2�- ,O - - -- -. - _ /4 9 6 Z 9/i6 6 • Z. STEEL COit1POAlEit/TS Sfi�,4L L BE ST,PUCTU,P,QL G1P.40E - X*0 Z BE /,U.4C,'D,PD- � 0#02E `:� �l1f?,PD �sTD CDYfiP _ " I 4. JWR D/d1G SHALL CO,t/FD,e41 TO N CODE /27R ,QC AFZ,91.VG •f 0,440-1 I / / 1�s1. s /oE y4' LlfTl�t/G H.riVOLE- /,V BU /LD /i(lG CO�t/STPUCT /O�t/ sECT /O�f,/ 4 iYD,P,E%11,4,t/- I-- -- ,PEQ'D j. 4 w 4 r 3 2 ,PEQ'D CV i S11/P, ,qWZA &'XXI ` ZZ OIN67 SOC /ETy SPECs. AOR/LL %r6 /h'OLES Tyo 7 �' S. ALL F,�IBQ /C,4TED STEEL l rZ-wS Sf/,4LL BE 6WZL 4,V /ZED FoQ sr�OS - � ; � PEEP ,Q.S 74f. DES /Git/�CT /OrV A -..CBS E' A --?86 ,4FTEQ METRO STANDARD STORM WATER 1 i8 c'o.HPL ETE •4SSE,NBL Y` F,Qa,Prc.4Tiou 6. 6 "STD. F,egit -!ES s„,pLL BE (/SED EXCEPT Pl�il/T. FP,4�E INLET GRATING T (TYP E I a II INLETS) JH•4LL BE 9 f/ /Gh' e �,PESJ' FPA.y1E S//,9LL Bf N o SCALE / nn pp _ P.PESSU,PE TYPE. ,4LL COIiE,F'S .SH,gLL BE SlA,C/0�4Q0 / �f9 NCUBBEQ / " 1?9 ilf Nx 10 TAP FOR 4 19wEVE►POUr2 S7,ZID - /z leEQ'D. METRO STANDARD MANHOLE FRAME AND COVER PRESSURE TYPE SCALE : 3 "•I' -0 ' r - -- 4 I 2" %4 x/2 FB. N -F,4CE OF c U,PB ff 4X4X�BL %4 1\% M r� %4- METRO STANDARD STORM WATER INLET CURB GRATING (TYPE I INLET ONLY) SCALE : 11/2 1' -0 /'v /�t/ /X/LET ST,PUCTU,PEfY,dLL IW/N Al - - -- - — .— �iBX /�S► F.B. D,E' /L L 4L TE,Pit/,4T!' SP,4CfS .°moo h llk4 �� o h Foe B BoLrs c�PocLy � ; I V �I� O�p ♦ ♦ �► v � Z 2 � � v TyP Af v � %2 ` 0 BA2S METRO STANDARD STORM WATER INLET VERTICAL GRATING (TYPE III INLET ONLY) SCALE: 3 " =1f -0 ,. DEsw►ED "C7 -- METROPOLITAN ENGINEERS M U N ICI PAL I T Y 0 M E T R 0 PO L 1--TA N SE T T L E F,,, .G 200 RENTON DRAWN RlyoAf BROWN AND CALDWELL CARE Y AND KRAMER J � / SYSTEM EDG HILL AND INGMAN SUBMITTED _� !L_._. f2f(nMMEWDff). _� - APPROVED / oPf,R APPROVE �`"" C `��C� CHECKED R W BECK AND ASSOCIATES E _ _ i Eo - o D L2� A�c�r�ovE — NO SCALE I962 D¢Sryn nyrn¢Pr - MetrOpol�fOr� E ngin�er5 Pf01tCt EnyinPer - M¢tro(�olilpn E r�r)in pPr C�i¢f E ginE -pr - MP1 pnl f01. E nOincc ,v r �_,r Mretrgnpl�rOn Enginf•erti FOr M n6 pwi v of MetrppOh Se0i 11P DOTE _FEB. _ -.. _ 1 OPT /owz xplL e-E A,t/GLE � /N6' - -- - - -- — 4� ±4 -- - f METRO STANDARD STORM WATER INLET t TOP GRATING (TYPE X INLET ONLY) SCALE: 3/4 " =1' -0 \� N.CAt0� waSy'ti�F< -O - op o4- 10454.03 *S CONS'r UUTEC1 Fss� SST E�k�� \� ANAL �- ' DATE - JULY 6, 1964 DRAWING NUMBER GRATINGS —'FRAMES AND COVERS G3 SHEET NUMBER 3 -- C)F 2 2 - %4 x/2 FB. N -F,4CE OF c U,PB ff 4X4X�BL %4 1\% M r� %4- METRO STANDARD STORM WATER INLET CURB GRATING (TYPE I INLET ONLY) SCALE : 11/2 1' -0 /'v /�t/ /X/LET ST,PUCTU,PEfY,dLL IW/N Al - - -- - — .— �iBX /�S► F.B. D,E' /L L 4L TE,Pit/,4T!' SP,4CfS .°moo h llk4 �� o h Foe B BoLrs c�PocLy � ; I V �I� O�p ♦ ♦ �► v � Z 2 � � v TyP Af v � %2 ` 0 BA2S METRO STANDARD STORM WATER INLET VERTICAL GRATING (TYPE III INLET ONLY) SCALE: 3 " =1f -0 ,. DEsw►ED "C7 -- METROPOLITAN ENGINEERS M U N ICI PAL I T Y 0 M E T R 0 PO L 1--TA N SE T T L E F,,, .G 200 RENTON DRAWN RlyoAf BROWN AND CALDWELL CARE Y AND KRAMER J � / SYSTEM EDG HILL AND INGMAN SUBMITTED _� !L_._. f2f(nMMEWDff). _� - APPROVED / oPf,R APPROVE �`"" C `��C� CHECKED R W BECK AND ASSOCIATES E _ _ i Eo - o D L2� A�c�r�ovE — NO SCALE I962 D¢Sryn nyrn¢Pr - MetrOpol�fOr� E ngin�er5 Pf01tCt EnyinPer - M¢tro(�olilpn E r�r)in pPr C�i¢f E ginE -pr - MP1 pnl f01. E nOincc ,v r �_,r Mretrgnpl�rOn Enginf•erti FOr M n6 pwi v of MetrppOh Se0i 11P DOTE _FEB. _ -.. _ 1 OPT /owz xplL e-E A,t/GLE � /N6' - -- - - -- — 4� ±4 -- - f METRO STANDARD STORM WATER INLET t TOP GRATING (TYPE X INLET ONLY) SCALE: 3/4 " =1' -0 \� N.CAt0� waSy'ti�F< -O - op o4- 10454.03 *S CONS'r UUTEC1 Fss� SST E�k�� \� ANAL �- ' DATE - JULY 6, 1964 DRAWING NUMBER GRATINGS —'FRAMES AND COVERS G3 SHEET NUMBER 3 -- C)F 2 2 - i I SYMBOLS WORK TO BE DONE SEWER , SIZE 8 MATER /AL - MANHOLE, DESIGNATION 8 STATIONING ft CONCRETE ENCASEMENT OR ENCASE MEN T PIPE 8 STATIONING EXISTING WORK SANITARY SEWER 8 SIZE MANHOLE STORM DRAIN 8 SIZE INL E T CATCH BASIN WATER LINE 8 SIZE FIRE HYDRANT WATER METER BOX VA L V E GAS L IN 8 SIZE TELEPHONE CONDUIT ELECTRICAL CONDUIT UTILITY POLE (TEL EPHONE OR ELECTRICAL) GUY WIRE \�.. CULVERT - L ENGTH, NUMBER, SIZE AND MATERIAL (HEADWALLS IF APPLICABLE) CURB AND G U T T E R CONCRETE PAVEMENT EDGE OF PAVEMENT(ASPHALTIC) EDGE OF TRAVELED WAY(UNSURFACED) RAILROAD-SINGLE TRACK RAILROAD-DOUBLE TRACK FENCE -WIRE DECIDUOUS TREE EVERGREEN TREE SOIL BORING 8 DES /GNATION ROCK RIVER OR CREEK SURVEY MONUMENT SPECIAL CONSTRUCTION NOTES / FOR ALL A'REAS OVER TEMPORARY EASEMENTS, THE CONTRACTOR SHALL ARRANGE FOR ACCESS AND EGRESS TO THE OWNER'S OPERATIONS, IF APPLICABLE, AND SHALL ARRANGE FOR RELOCATION AND RESTORATION OF FENCES, DRIVEWAYS, ETC., IN COOPERATION W/TH THE OWNER OF THE PROPERTY. 2 CONTRACTOR SHALL ARRANGE WITH BOEING AIRCRAFT CO. FOR TEMPORARY RELOCATION OF SECUR/T Y FENCES AND GUARD HOUSE FACILITIES DURING CONSTRUCTION. NO MATERIAL OR EOU/PMENT SHALL BE STOCKPILED OR PARKED WITHIN 4 FT. OF THE FENCE_ 3 TEMPORARY ACCESS ROAD SHALL BE CONSTRUCTED OF TYPE B BACKFILL MATERIAL SUB—BASE' AND TYPE A ROAD RESTORATION SURFACING MATERIAL APPROXIMATELY AT LOCATIONS SHOWN. FINAL LOCATIONS SHALL BE ESTABLISHED IN COOPERATION WITH BOEING AIRCRAFT CD., BY THE ENGINEER. THE GRADES OF THE TEMPORARY ROADWAYS SHALL BE NO GREATER THAN ON THE EXISTING ROADWAYS AND SHALL BE MAINTAINED UNTIL THE EXISTING ROADWAYS ARE RESTORED. 4 THESE EXISTING CULVERTS ARE THE ONLY DRAINAGE OUTLETS FOR THE AREA. THE CONTRACTOR SHALL PROVIDE FOR THE TRANSFER OF ALL STORM FLOWS DURING CONSTRUCTION. PORTIONS OF CULVERTS REMOVED SHALL BE REPLACE 5 LAKE WASHINGTON BLVD. SHALL NOT BE USED FOR STOCKPILING OF EXCAVATED OR OTHER MATER /AL. TRAFFIC SHALL NOT BE IMPAIRED BEFORE 9.'00 AM AND AFTER 3 :15PM UNLESS A TEMPORARY ROAD - WAY OF CLASS t" ROAD RESTORATION CONSTRUCTION /S CONSTRUCTED SOUTHERLY OF THE EXISTING ROADWAY IN AN ACCEPTABLE MANNER AND IS PROPERLY MAINTAINED. 6 THE EXISTING DITCH SECTION FROM OPPOSITE STA. 35 # 50 TO STA. 44 +00 SHALL BE RESTORED TO AS NEAR THE SAME GRADE AND SIDE SLOPE AS POSSIBLE AND THEN SHALL BE PAVED WITH TYPE ,"A" ROAD RESTORATION ASPHALTIC MATERIAL TO A MINIMUM THICKNESS OF 1112" FROM INVERT TO EL. 124.0. (SEE TYPICAL DRAINAGE DITCH SECTION DWG. 105) T WHERE THE ORIGINAL GROUND ELEVATION IS NOT MORE THAN 2FT. OVER THE TOP OF THE PIPE, TENSION COLLARS SHALL BE USED. SEE DWG. 105 8 FROM STA. 65 4 03.7 TO STA. 814 27.6 THE PIPE SHALL BE CAST IN PLACE. (SEE DWG. G5) SHEETING OR SHORING, IF LEFT IN PLACE, SHALL NOT EXTEND ABOVE OR BELOW THE VERTICAL PROJECTION OF THE PIPE_ 9 ACCESS SHALL BE PROVIDED AT ALL TIMES IN A MANNER ACCEPTABLE TO THE ENGINEER AND PUGET SOUND POWER AND LIGHT. /0 SPECIAL GRAVEL BACKFILL UNDER 4AKE WASH INGTON BE CLEAN GRAVEL VARYING APPROXIMATELY FROM 114" TO 2" IN DIAMETER. PLACING SHALL BE TO 5 FEET OVER PIPE W/TH/N THE EXCAVATED UNDERWATER DITCH. CONCRETE BACKFILL SHALL BE POURED AGAINST UNDISTURBED MATERIAL AND SHALL CONTAIN 6 112 SACK HI —EARLY CEMENT. ACCELERATOR MAY BE USED IF ACCEPTABLE, 3,000 PSI COMPRESSIVE STRENGTH REOUIRED BY 6.r00AM MONDAY MORNING. SEE SPECS. /2 ROCKS 6" IN DIAMETER, BROKEN ASPHALT AND BROKEN CONCRETE SHALL BE PLACED A M/N/MUM OF 2 FEET THICK AS SHOWN TO STABILIZE BANK. .CONSTRUCTION NOTES -CAST IN PLACE PIPE I CONSTRUCT /ON JOINTS IN BASE CAST ARE OPTIONAL. LOCATIONS SHALL NOT COINCIDE W /OTHER C /RCUMF. JTS. 2. LENGTHS OF INITIAL CASTS SHALL BE 30'M/N a 4O'M4X. 3 ADJACENT INITIAL CASTS SHALL BE CURED MIN OF 7 DAYS BEFORE CLOSURE CAST SHALL BE MADE. 4. BESIDES LAB TEST CYLINDERS REOU /RED BY SPEC., 4 FILL D CURED CYLINDERS SHALL BE MADE FOR THE 2 UPPER CASTS. TWO CYLINDERS SHALL BE TESTED AT TIMES SELECTED BY CONTRACTOR. 5 BACKFILL /NG IS PERM /T TED AFTER TEST OF FIELD CURED CYLINDERS INDICATE MIN STRENGTH OF 2,500 PSI TRAFFIC LOAD IS PERMIT TED ONLY AFTER CONC. HAS ATTAINED THE DESIGN STRENGTH OF 3750 PSI. !V/l/AL c'AFr <LO�SUiPE G4CST BASE 1457 C fMAI))AF,PfiVT /AL ✓O /NT i 14 . DESIGNED A C,EDG METROPOLITAN ENGINEERS MUNICIPALITY _ OF METROPOLITAN SE T T L E DRAWN BROWN AND CALDWELL CAREY AND KRAMER scAl E qp� HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED _._ RECOMMENDED APPROVED APPROVED APPROVE NO SLAL.E CHECKED Design Engineer - Metropowon Engineers Project Engineer - Metropoliton Engineers Chief Engineer - Metro itan Engineers For Metropolitan Engineers For ME is - polity of Metropolitan Seofile m �— cowsr�e ✓rs � LONGIT. SECT. W /JT. PATTERNS 1046WA C DATE JULY 6, 1964 FILE-6-200 RENTON SYSTEM GENERAL NOTES 8� SYMBOLS DATE _aB• I962 (, �_ I L "6' I G. of W4 syC�i 1Q �C h � . O � _ Z <11 CIS T ER s��NAL ENS'\ ,0 ° Wq y�F< Q f.Q C� cn Z IS T E ?L AL E� DRAWING NUMBER G 4. SHEET NUMBER 4—OF--22— GENERAL STRUCTURAL NOTES GENERAL G/ CS OPE. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TD THE ENTIRE PROJECT ,3D ow R C EXCEPT WHERE THERE ARE SPECIFIC /ND /CAT IONS TO THE CONTRARY, M. H. 2 02 APPLICABLE SPECIFICATIONS AND CODES. CONSTRUCT /ON SHALL BE IN ACCORDANCE W /TH THE S TA. 8 f 20.6 LATEST EDITION OF THE UNIFORM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE $ TA. 110#40 FOLLOWING NOTES OR AS SHOWN ARE MORE RESTRICTIVE. S TA. l/2 f 43 63 ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PRI- ORITY DESIGN; HOWEVER, ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED /F THE CONTRACTOR SUBMITS PLANS WITH SUBSTANT /AT /NG CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY THE ENGINEER. 64 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL RE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. S 65 DRAINAGE OF CONCRETE SURFACES. WHERE SURFACES ARE TO BE SLOPED FOR DRAINAGE THEY SHALL BE GRADED AT I14 "PER FOOT UTILIZING A TOPPING, AS DETAILED ON THE DRAWINGS. 24 „ _ SD i O CONCRETE 9 C/ APPLICABLE CODE ' CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION ACI 4 BUILDING CODE (ACI — 318). W C2 RE-57L. 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. 2 " A. CONCRETE, 3,000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS G - -�'- B. REINFORCING STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE — 20, 000 PSI T C4 CONCRETE COVER. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH E MINIMUM COVER OF ONE BAR DIAMETER. U. P. A. CONCRETE CAST AGAINST GROUND — 3" B. CONCRETE TO BE IN CONTACT WITH SEWAGE —2 I 12" C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL —2~ �--� D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER. , (1) AT BARS GREATER THAN 'w5-2" C. M. P. A. (2) AT BARS '*5 OR LESS — / I 12" C5 OO WEL S. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WITH WHICH THEY ARE LAPPED. C6 BAR SPLICES. ALL BAR SPLICES SHALL SE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH zz_L iii// 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 SPLICE AND WITH SPECIFICATIONS. C7 57ANDARD HOOKS. BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE REOUIREMENTS OF A C/ FOR HOOKS. X X C8 CHAMFERS. EXCEPT AS OTHERWISE REOU/RED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 314" CHAMFERS. RE— ENTRANT CORNERS SHALL NOT HAVE FILLETS. c'j .1, C9 CONSTRUCTION JOINTS LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED IN THE ® 8 CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS. B SYMBOLS WORK TO BE DONE SEWER , SIZE 8 MATER /AL - MANHOLE, DESIGNATION 8 STATIONING ft CONCRETE ENCASEMENT OR ENCASE MEN T PIPE 8 STATIONING EXISTING WORK SANITARY SEWER 8 SIZE MANHOLE STORM DRAIN 8 SIZE INL E T CATCH BASIN WATER LINE 8 SIZE FIRE HYDRANT WATER METER BOX VA L V E GAS L IN 8 SIZE TELEPHONE CONDUIT ELECTRICAL CONDUIT UTILITY POLE (TEL EPHONE OR ELECTRICAL) GUY WIRE \�.. CULVERT - L ENGTH, NUMBER, SIZE AND MATERIAL (HEADWALLS IF APPLICABLE) CURB AND G U T T E R CONCRETE PAVEMENT EDGE OF PAVEMENT(ASPHALTIC) EDGE OF TRAVELED WAY(UNSURFACED) RAILROAD-SINGLE TRACK RAILROAD-DOUBLE TRACK FENCE -WIRE DECIDUOUS TREE EVERGREEN TREE SOIL BORING 8 DES /GNATION ROCK RIVER OR CREEK SURVEY MONUMENT SPECIAL CONSTRUCTION NOTES / FOR ALL A'REAS OVER TEMPORARY EASEMENTS, THE CONTRACTOR SHALL ARRANGE FOR ACCESS AND EGRESS TO THE OWNER'S OPERATIONS, IF APPLICABLE, AND SHALL ARRANGE FOR RELOCATION AND RESTORATION OF FENCES, DRIVEWAYS, ETC., IN COOPERATION W/TH THE OWNER OF THE PROPERTY. 2 CONTRACTOR SHALL ARRANGE WITH BOEING AIRCRAFT CO. FOR TEMPORARY RELOCATION OF SECUR/T Y FENCES AND GUARD HOUSE FACILITIES DURING CONSTRUCTION. NO MATERIAL OR EOU/PMENT SHALL BE STOCKPILED OR PARKED WITHIN 4 FT. OF THE FENCE_ 3 TEMPORARY ACCESS ROAD SHALL BE CONSTRUCTED OF TYPE B BACKFILL MATERIAL SUB—BASE' AND TYPE A ROAD RESTORATION SURFACING MATERIAL APPROXIMATELY AT LOCATIONS SHOWN. FINAL LOCATIONS SHALL BE ESTABLISHED IN COOPERATION WITH BOEING AIRCRAFT CD., BY THE ENGINEER. THE GRADES OF THE TEMPORARY ROADWAYS SHALL BE NO GREATER THAN ON THE EXISTING ROADWAYS AND SHALL BE MAINTAINED UNTIL THE EXISTING ROADWAYS ARE RESTORED. 4 THESE EXISTING CULVERTS ARE THE ONLY DRAINAGE OUTLETS FOR THE AREA. THE CONTRACTOR SHALL PROVIDE FOR THE TRANSFER OF ALL STORM FLOWS DURING CONSTRUCTION. PORTIONS OF CULVERTS REMOVED SHALL BE REPLACE 5 LAKE WASHINGTON BLVD. SHALL NOT BE USED FOR STOCKPILING OF EXCAVATED OR OTHER MATER /AL. TRAFFIC SHALL NOT BE IMPAIRED BEFORE 9.'00 AM AND AFTER 3 :15PM UNLESS A TEMPORARY ROAD - WAY OF CLASS t" ROAD RESTORATION CONSTRUCTION /S CONSTRUCTED SOUTHERLY OF THE EXISTING ROADWAY IN AN ACCEPTABLE MANNER AND IS PROPERLY MAINTAINED. 6 THE EXISTING DITCH SECTION FROM OPPOSITE STA. 35 # 50 TO STA. 44 +00 SHALL BE RESTORED TO AS NEAR THE SAME GRADE AND SIDE SLOPE AS POSSIBLE AND THEN SHALL BE PAVED WITH TYPE ,"A" ROAD RESTORATION ASPHALTIC MATERIAL TO A MINIMUM THICKNESS OF 1112" FROM INVERT TO EL. 124.0. (SEE TYPICAL DRAINAGE DITCH SECTION DWG. 105) T WHERE THE ORIGINAL GROUND ELEVATION IS NOT MORE THAN 2FT. OVER THE TOP OF THE PIPE, TENSION COLLARS SHALL BE USED. SEE DWG. 105 8 FROM STA. 65 4 03.7 TO STA. 814 27.6 THE PIPE SHALL BE CAST IN PLACE. (SEE DWG. G5) SHEETING OR SHORING, IF LEFT IN PLACE, SHALL NOT EXTEND ABOVE OR BELOW THE VERTICAL PROJECTION OF THE PIPE_ 9 ACCESS SHALL BE PROVIDED AT ALL TIMES IN A MANNER ACCEPTABLE TO THE ENGINEER AND PUGET SOUND POWER AND LIGHT. /0 SPECIAL GRAVEL BACKFILL UNDER 4AKE WASH INGTON BE CLEAN GRAVEL VARYING APPROXIMATELY FROM 114" TO 2" IN DIAMETER. PLACING SHALL BE TO 5 FEET OVER PIPE W/TH/N THE EXCAVATED UNDERWATER DITCH. CONCRETE BACKFILL SHALL BE POURED AGAINST UNDISTURBED MATERIAL AND SHALL CONTAIN 6 112 SACK HI —EARLY CEMENT. ACCELERATOR MAY BE USED IF ACCEPTABLE, 3,000 PSI COMPRESSIVE STRENGTH REOUIRED BY 6.r00AM MONDAY MORNING. SEE SPECS. /2 ROCKS 6" IN DIAMETER, BROKEN ASPHALT AND BROKEN CONCRETE SHALL BE PLACED A M/N/MUM OF 2 FEET THICK AS SHOWN TO STABILIZE BANK. .CONSTRUCTION NOTES -CAST IN PLACE PIPE I CONSTRUCT /ON JOINTS IN BASE CAST ARE OPTIONAL. LOCATIONS SHALL NOT COINCIDE W /OTHER C /RCUMF. JTS. 2. LENGTHS OF INITIAL CASTS SHALL BE 30'M/N a 4O'M4X. 3 ADJACENT INITIAL CASTS SHALL BE CURED MIN OF 7 DAYS BEFORE CLOSURE CAST SHALL BE MADE. 4. BESIDES LAB TEST CYLINDERS REOU /RED BY SPEC., 4 FILL D CURED CYLINDERS SHALL BE MADE FOR THE 2 UPPER CASTS. TWO CYLINDERS SHALL BE TESTED AT TIMES SELECTED BY CONTRACTOR. 5 BACKFILL /NG IS PERM /T TED AFTER TEST OF FIELD CURED CYLINDERS INDICATE MIN STRENGTH OF 2,500 PSI TRAFFIC LOAD IS PERMIT TED ONLY AFTER CONC. HAS ATTAINED THE DESIGN STRENGTH OF 3750 PSI. !V/l/AL c'AFr <LO�SUiPE G4CST BASE 1457 C fMAI))AF,PfiVT /AL ✓O /NT i 14 . DESIGNED A C,EDG METROPOLITAN ENGINEERS MUNICIPALITY _ OF METROPOLITAN SE T T L E DRAWN BROWN AND CALDWELL CAREY AND KRAMER scAl E qp� HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED _._ RECOMMENDED APPROVED APPROVED APPROVE NO SLAL.E CHECKED Design Engineer - Metropowon Engineers Project Engineer - Metropoliton Engineers Chief Engineer - Metro itan Engineers For Metropolitan Engineers For ME is - polity of Metropolitan Seofile m �— cowsr�e ✓rs � LONGIT. SECT. W /JT. PATTERNS 1046WA C DATE JULY 6, 1964 FILE-6-200 RENTON SYSTEM GENERAL NOTES 8� SYMBOLS DATE _aB• I962 (, �_ I L "6' I G. of W4 syC�i 1Q �C h � . O � _ Z <11 CIS T ER s��NAL ENS'\ ,0 ° Wq y�F< Q f.Q C� cn Z IS T E ?L AL E� DRAWING NUMBER G 4. SHEET NUMBER 4—OF--22— ,rPES7ne.47101V its 1,0r11 - E,1'CEPT AS /t/OTED E'/1lBA�(/,eif1ErVT -- OF E,rrsr. - „rrPIET 6; 9, ,OZ /4SPHAL T/C /014l/leWf A17, r k ' q C/QUS//'ED .S`l/,eF/4C'//(/6 - D /TCH wzory - &4ne"r /L L (CDiLIP.4CT /D/(/ /PEQU//PE/tlEit/TS CALL ED OV7- 0&'0&67.v) I TYPICAL ROAD SECTION ASPHALTIC SURFACED STREETS (TYPE A. B & C RESTORATION — SEE SPECS.) � Ti5/ /C'�fit/ED E06E ; APESroe,4r /DA1 A1111071 BY D/s'TU,PBEL7 'pl4&EL f ,SECT /Oi(/ TO /Y1,4TCH EX /ST. �EXCEPT,4S it/OTED i SHOVLDE,P I EX /sT. ST,eEET 6"DE I �-- CE/m'7` ^D/uC PYi1J'T TY/° JD//t/T L /10P,eovED r— S/DEw.4L/E' sU,eF,�cE ,�ESroc�,4r�o�ci PEQ D!? /G /�V4Z (9AID. pWGS. E SPECS - 71116'Ert/ED EDGE o'e e"1111 eB 1 5 y r,r 21, TO iYlATCH EX /ST. T,eE/vC'/'/ .i"H�4L[ BEDE,oYr/Tf,QEO TO DEPTH OFE,YC,4�.4T /D/t/,4/t/Q BELO/V BAC�E'f /LL. C,4,QE Sh',4LL BE T;0leZ (1 DC/e%t/G THE,0lW..4TE W67 OPE, ArI0/V ,SO THAT /4D✓ACEi!/T CEDU/t/D `Y/4TE,P LEVEL /J' /l/OT /PED!/CED TO A R� /�c/T THAT ,W0UL.0 E/t/DA/(/6E,e AD✓ y,,t/T sT,el/C'TU/eES A/t/D RROR2W ry -,SEPA,e/oTE CD.VC CU,PB - //Y1P,pOVEO //(/TEG,eAL O,P /G //t/,4L 6AID. SURFACE /PESToewr1o1V PER O. D. ,, 6' rr owGS � s�fcs ,di;�'✓ � SUBSE4UENT QAC/i'F /LL ✓ir��'i: � iii` / ri . /rid. /�., /T /i�. /r /`.r: ,,► �nr y�,.� ;�ii� CLASS I ff, ETC. Q s /DE Bo rroM T1FENCH SHALL 3f OfW,.4TE/Pf0 , � , %`:” A S NOTED , /i• _� /� / ",;; ;�E�% FILE _.`•!- -200 TO DEPTH OF EXCAI�AT /ON AND SO THAT ADJACENT tghVeI VD 'A, APPROVED �w -. or Merropol,ron Enyrneers( �r:i, /`' ';' %� "`_''" FEB 1962 DATE BACKF /LL MATER /AL TO BELow BACffF /LL . CARPE 9.6 � I � �i, ,;" 8.0 BE SAME AS SUBSQ(/fNT TO A RO /NT THAT 940UL0 M -/99 •' /_ /818 'y, I � SUBSEQ!/fiVT 8.41�F /LL /jj // ►i`. /,� • .`?/ CLASS r ff z O,P /G //t/,4L 6AID. SURFACE /PESToewr1o1V PER O. D. ,, 6' rr owGS � s�fcs ,di;�'✓ � SUBSE4UENT QAC/i'F /LL ✓ir��'i: � iii` / ri . /rid. /�., /T /i�. /r /`.r: ,,► �nr y�,.� ;�ii� CLASS I ff, ETC. f/ / /`.�, / ✓ = /I /_t //, � ✓ j/r r �// _ / /ice �;, /,� / "�' / /_ /� �_ — - - Ow BEDD//t/G' hQj� �T It v TOL", E�!/FT,P,41` /D.(/dF�fffD,P /�t/G I �v Die 1ffEET //(/G ,4S .E'EQ'O BY � F /ELD CO.Up /T /D�C/S O,p ✓9S I TYPICAL VERTICAL TRENCH (FOR BEDDING & BACKFI LL MAT'L & COM- PACTION SEE SPECS.) 5HAL/_ aF rAffEN DUiPING Q s /DE Bo rroM T1FENCH SHALL 3f OfW,.4TE/Pf0 , � , %`:” A S NOTED M UN I C I PA IT Y OF /i• _� /� / ",;; ;�E�% FILE _.`•!- -200 TO DEPTH OF EXCAI�AT /ON AND SO THAT ADJACENT tghVeI VD 'A, APPROVED �w -. or Merropol,ron Enyrneers( �r:i, /`' ';' %� "`_''" FEB 1962 DATE BACKF /LL MATER /AL TO BELow BACffF /LL . CARPE 9.6 Q � f/ / /`.�, / ✓ = /I /_t //, � ✓ j/r r �// _ / /ice �;, /,� / "�' / /_ /� �_ — - - Ow BEDD//t/G' hQj� �T It v TOL", E�!/FT,P,41` /D.(/dF�fffD,P /�t/G I �v Die 1ffEET //(/G ,4S .E'EQ'O BY � F /ELD CO.Up /T /D�C/S O,p ✓9S I TYPICAL VERTICAL TRENCH (FOR BEDDING & BACKFI LL MAT'L & COM- PACTION SEE SPECS.) 5HAL/_ aF rAffEN DUiPING F0,eCE'S ACT /NG ON �SECr /0/V s /DE Bo rroM M- K' , THE DENATE/P/NG OR,604r /ON METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES M UN I C I PA IT Y OF il;\';r� / ",;; ;�E�% FILE _.`•!- -200 - BEDDING AND /N/7"//4L SO THAT ADJACENT tghVeI VD 4PPkpVED Chief Er ,Weer - Mer oli on E_ng,ncrrs 'A, APPROVED �w -. or Merropol,ron Enyrneers( �r:i, /`' ';' %� "`_''" FEB 1962 DATE BACKF /LL MATER /AL TO 141ArER L El/EL /SNOT,?606CED 9.6 Q � �i, ,;" 8.0 BE SAME AS SUBSQ(/fNT TO A RO /NT THAT 940UL0 M -/99 Q � J" > /818 BACf(F /L L . AND Re01`Z_RTy. /ZO' , ie rJ/- rr� 77 PENETPAT /ON OF Sh�O�P /NG CONce CAP SEE � �j OR S'HEET /NG A5 REOD BY F/ELO D!'1/G. /05 w MNO /T /ONK5 OR AS NOTEO. 1TT/D OrP TH/PfE P/Lf i BENTS A.S Sf /U�Y/V ' TYPICAL VERTICAL TRENCH W /PILE SUPPOPT (FOR BACKFILL MATL.& COMPACTION SEE SPECS.) rY/,QB � E/NB/4,V,Y�E/VT � D /TCH fV /0TH - dAC',f f/L L C,Pl1SHE0 ,5.4/YED ✓T - , , - •,. O,P D /TCH COr41P,9CT/Oit/ PE!?iL1TS S!/,PF✓4C' /i(/6 `' CALLED DUT �1AX. PE,Pw/SS /BLE - TO PO'OEEP m /ww,,PT /6 ^4X. PE�PrI'! /SS /BLE - PO /T030 TYPICAL ROAD SECTION oeisic/A[ s/va f PORTLAND CEMENT SURFACED STREETS , (TYPE D RESTORATION — SEE SPECS.) tz , ti� yo -• , '� ° � o � o , '�, • •• '� SUBSEQUE/VT B/aC�F /LL v Q c^ ° CLASS I ETC '4S ,PESTO,2AT /O,(/ !f/ /0TH - E.YC�PT 4S.11OTEO Q . v Ot t LAP /PE IN, ,(/OTED O/(rDM�'GS. v V , ' SHOULD£,P .SHDULDE/IP O � Q � � v I TQ,4YELED .Sl//QF/4CE Q W :: / tV �' U�t/EXC/4rATE0 BEDO/x/O• F /LL �- E�f/1B,9�t/�'.flE/VT CDiNPACT/Dd/ /PEQ if/lS C,PUSh�ED /A2 x /D. io !. S'11✓4X O� D/TCh' CALLED OUT OA Dl�l' FS.. SU,PF'4e1A16 -- -- - - - -.- _ - - - -- - a ae .S.�r'EET //t/G A.r ,PEQ'D BY QO. � Z "4-II t/. V,► F /ELD 6v.1/D /T /o.(/S O,P eS' TYPICAL ROAD SECTION - ,3'HEETS /� 're /°Y/LLELD GRAVEL SURFACED STREETS TYPICAL. SEMI - CONFINED TRENCH (TYPE E RESTORATION- SPECS.) (FOR BEDDING & BACKFILL MAT'L & t; COMPACTION 'SEE SPECS.) p= 38 KIP5 p= 38 "KI PS �O %ES LDADI,uG BLOCK LOAD /,(/G ryJ //U. BLOCK TO/(/Gl/E r0.0r 4 //t/ 6W rZET D/(/ TH,PEE k S' /OES $f G.PDONE TOA&"IleLU/G.9J,iET - - - - -- 2 „-y - - - - - -- �P(t� /17/il/!/s ' /t/f/�✓(/ ✓o %!/T /s Co�t/sv�ifl.GrEO. 6/ 60° '�LU.vI/L.02 ,SP,9C'E e G/9S/E�ET P/PE�SSU,PE -IS % ,O /A/ AaSOX f - -- r- 2 �.oX �4�►r. Orr aPis�w.�L ,ST.PErCHED A,PEA. ? ! - ' } I Z. Slol4L[E,P /D. /°/AE /LL4Y BE dELL � Sf'r6DT �i0` � � / — � - , 3 T/5�rc,�'/vESS oFTJ/cf6UE � G,�YE �/.4Y • - %2 Ait/✓l/!/L.4,P ,SP,4CE "ley 6'i' If %o, P,eOli /DEO THE S 1141 Of - - THE /AP T/Y /e'/E�iUESS .S/,'/4LL er /Gib % (t) /Y1/✓t/(/S TiS�E,4i(/.f/UL✓4,P SP,4CE. SUPPORT BLOC!< Bpp�a �f�' U .SY/SiN /T DFFe1ZX BLOC/t' 5u rrERIX/G CotifPOU,cIO RE4Q �i2'' 2/3 t10 M /,c/ ,, AA1A1UL AR SMCE OF ✓O /✓ ,r FO,e Ai0pleOY.4L . JOINT SHEAR TEST _ irVmal OG'ti /G GRE,4TER rw4 TYPICAL R.C.P. JOINT No SCALE H 6 INC . D. LARGER 0 I & . rYpE F0,eCE'S ACT /NG ON �SECr /0/V s /DE Bo rroM M- K' , DESIGNED�g!2_ DRAWN le" �/OB cHECKEO . FD �.— METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES M UN I C I PA IT Y OF METROPOLITAN S E T T L E, FILE _.`•!- -200 SUBMITTED /�� - 7� Design Fnq,neer - Merropohlon E,ny,neers - RECOMMENDED- _ Project Engineer - etropoloon Fngioeer; 4PPkpVED Chief Er ,Weer - Mer oli on E_ng,ncrrs 'A, APPROVED �w -. or Merropol,ron Enyrneers( - v APPROV _ —. For n,c,por,ry of Metropohton Seorrle SCgI_E AS SHOWN FEB 1962 DATE F 10.5 9.6 O. Z rYpE F0,eCE'S ACT /NG ON �SECr /0/V s /DE Bo rroM M- K' N -K /PAS IV-K' N K/P1.S IW /3/ - /_f / 12.2 /Z.,6 Z.3 M -145 -- /¢.S /3.8 /Z.6 0.4 R - //O -//.0 10.5 9.6 O. Z M-83 -8.3 8.0 8.2 /.8 M -/99 -/9.9 18.4 /818 Z.,5 it DES /G/V AS�S•UMPT /ONES' /. jDES/GN METHOD smAL L BE UL r /MATE' 5renv6:TH jCE516N IN ACCO/POANCE !� /TH A. C. A CODE: �Z. i-0/40 "ACTOe Ar= /. 8 3 fM DENOTES TENS /ON ON /NS /DE FACE. 4. IN OENO7Z- S” AX /AL COMR�PE�S,S' /ON. S. f c = 4000 P�5-/ 4&'Al � 6000 P,.5'/ MAX. 6. {y = 40,000 /°S/ 7. L5*r ,6SS D /�sTe /BUr /ON ON CONCRf rf �5.�//4L L Be ASSUMED TO BE iPECTANGUL AP. 8. ;EFFECT OF COM.�/PES�S /!/E /PE /NFoe6- eME/VT SHALL 8E NEGLECTED /N OES/GN OF 6- eCT /ON. 9. CROl1/V Gl r f' /PE W,4L L f/�4h5 SAME AMOUNT OF RE /NFD�PGEMENT AS T#,E /4/kZX -/_ /0. CIRCUMFeCEN T /AL �S"TEEL � ,4LL f1�4liE O&E" /NCh/ M /�V /MUM COl/EiP. !/. /F TK/O Zk",E/U Oe N4e,6_ Tf%4N OfVE .SIZE OF APE -STEEL ARE f/sEO, d l/�SED /il/ DES /G/V _ COVVR° 1T.9T /OIYU .Sf /ALL BE 71 e eFFECT /ICE o/ 70 71,e 6f VT -/Pa /D 04'7-/E J MZ 67eW ° /Z. RN, AS COMPUTED BY E4_ A.9 OF Tf/E AC/ CooE, -/ALL Ivor EXCEED P,6 As C-O/k!P(/TED BY L=Q_ A,5 OF THE AC/ CODE. CONSTRUCTED 1040 DATE JULY 6, 1964 �ENTbN TYPI CAL SECTIONS SYSTEM ROADS - TRENCHS — PIPE DESIGN Q� of wQ syi (� Fc /S T Ok� ss /ONaL DRgWING NUMBER G5 SHEET NUMBER 5 __ of _2 2_ • b' Y - R °_ r NONNI A. -=M==== ®�_ � . • _,L... aas �. �.a :'•� � 7�T JTJIIII� 1_ • -� �� ___ ___ _ -�__ .�- W W - • W A .MMMI -m A= r IN-/ 1 w IF , 1 METROPOLITAN I OF • • �� , 0 � D16,r,5rrp FILTV M14 ROI-62 AfAl Rol-61 - ..STA. 20-48-25 S7,4. 16* 43.25 183) 242-25- Ali 7YFE ;4 " OR �Yl rh( rKRE I STORM IAILEr SLAB, FRAME & 6 5-9 4 COVER SEE SKETCH DWG. 902 ,341-29 ---x �VEW 11W ELEV /08 • ,00,US rflUCr10A1 HY qrDS 07-AICR5 SEE ? ---- — X ado VER 7rrrnirrrrr -TrrrrrrT ZZ-T BELOW �1 F r7-rTTT-rl I I & A01 7-c^,,q X iiiiiiiiiiiiiiiiiiiiiilillillilllllllllllllIIIIIIIIIIIIIIIIIIIIIIilliillillilllI _L�j I 11111HULL 11ilit,I)i "J-IL L X .i11 1111 I1: _VT� Lj ITTM1111*11 _A . -rm-rrrrrr �1 29 424"W wwwwww00 Lj�-Lj_L_j_L11 -T� • Tr7TTTT rTr-lTrT A[ 7-08',30" w "5r /4?0 pop 11 sry 0746 0L,455 L7 BELL 1XITO ,51D,E OF M1.1 I- RELAY 30 SD FROM EXIST. *1 GRADE TO ELEV (5- SLOPE COAIDIJI T ry 0/ 3 A Ig �, - 59001AI SEE SKE rcg 'b 414 " W4 TER l 12' S7 STA-23Y 95-47 q \0 N/83, 58/.26 DWG. .702 0 PUMP .,65927727 14OUSE SAWAVLL S4WDV5r BURS.......... SCALE: HORIZONTAL 1"=50',VERTICAL I " =5' C5DA P /25 120 1115 //0 /05 ��a v 4 274-00 24-0 ",-0o 2.4,'00 23,,'06) 22,100 2/f00 20� DO /9X00 x 01 W. Ar w /6-01-00 174,00 irASIAIG PIPE )101flos 0117SIDE C4,511JO PIPIr TO 9F BACK PACKED X11 8 6,4. CIVP 5AAYD 4A1,0 GROUTED X SLUDGE PRIMAP Y B10'r1L7-f')R 8EDS 060VA10 )< 00� SCALE :HORIZONTAL SC ALE =i "= 20',VERTICAL I"w5` =I 16-11,100 PI RL141 SAS ID AVO 11,148 1D. GROUT FILL LOWER 120" W1 CROZ17 .4FrEq PIPE o 1.145 BEE(/ PL ACED CPEO,5 0 TED rl"29ER SAV FOR jPIFE RA/ 4 "X4" TYPICAL JACKED OR TUNNELED GROSSING NO SCALE MEW c ZIL411C r% 200 REM011-r EXISrIAIG e II Lx� MN P01-60 STA. 13 *98.25 Al 192,594.34 E /,659,,372.37 z ■ 12ML Ad I In /,5100 14 11_L90 AlOrE*: FOR OFE-AIC14 SEC r10A1 9A CKFIL L., SURFACE RES7"ORWrIOAl 441,0 PIPE Of-51GAI 01J r1415 DING. SEE 19W47 SO/ VIIVY 77KOE M' 419 w/ MRI- -Y ,57mgm /,UL ET si.,48 FRAME c% COVER EXISrIkIG 30"SD EXIST. /Vi/ 30 5D S/_ 000E 10 14#1108 0 SKETCH OF NEW STORM INLETM.H. II NO SCALE L DESIGNED DRAWN Av"ICe jj- CHECKED WY _ R_ METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER I HILL INGMAN AND R.W. BECK AND ASSOCIATES MUNICIPALITY OF M E T R 0 P 0 L I TA N SE TTLIE FILE _R 201c RENTON SYSTE M U B M I T T E D Desig I' n Engineer'- Metropolitan Engineers RECOMMENDED Pro) Project Engineer - Metropolitan FngineerS 04 APPROVED _e6ct:: 11�_,f221�44 I Chief Engineer - Meh- ?/f, c APPROVED For Metropolitan ri Frigineers APPROVE For Mu ififcility of Metropoliton �eoi Ile SCALE AS SHOWN DATE EB. 1962 /20 4 7- 7 _T 4 4 IL 7_ 7 4 f NNW nv _4= _j =I 16-11,100 PI RL141 SAS ID AVO 11,148 1D. GROUT FILL LOWER 120" W1 CROZ17 .4FrEq PIPE o 1.145 BEE(/ PL ACED CPEO,5 0 TED rl"29ER SAV FOR jPIFE RA/ 4 "X4" TYPICAL JACKED OR TUNNELED GROSSING NO SCALE MEW c ZIL411C r% 200 REM011-r EXISrIAIG e II Lx� MN P01-60 STA. 13 *98.25 Al 192,594.34 E /,659,,372.37 z ■ 12ML Ad I In /,5100 14 11_L90 AlOrE*: FOR OFE-AIC14 SEC r10A1 9A CKFIL L., SURFACE RES7"ORWrIOAl 441,0 PIPE Of-51GAI 01J r1415 DING. SEE 19W47 SO/ VIIVY 77KOE M' 419 w/ MRI- -Y ,57mgm /,UL ET si.,48 FRAME c% COVER EXISrIkIG 30"SD EXIST. /Vi/ 30 5D S/_ 000E 10 14#1108 0 SKETCH OF NEW STORM INLETM.H. II NO SCALE L DESIGNED DRAWN Av"ICe jj- CHECKED WY _ R_ METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER I HILL INGMAN AND R.W. BECK AND ASSOCIATES MUNICIPALITY OF M E T R 0 P 0 L I TA N SE TTLIE FILE _R 201c RENTON SYSTE M U B M I T T E D Desig I' n Engineer'- Metropolitan Engineers RECOMMENDED Pro) Project Engineer - Metropolitan FngineerS 04 APPROVED _e6ct:: 11�_,f221�44 I Chief Engineer - Meh- ?/f, c APPROVED For Metropolitan ri Frigineers APPROVE For Mu ififcility of Metropoliton �eoi Ile SCALE AS SHOWN DATE EB. 1962 125 //5 //0 N - C4 4 of WA AS CONSTRUCTED DATE JULY 6, 1964 STO' 1 04GAV InIVA SCHEDULE 3 DRAWING NUMBER BRYN MAWR TRUNK P 302 STA. 14 + 40 TO STA. 27 +25 SHEET NUMBER 1-18—OF _22— my RO / -41 ;�A.i4. RO / -•d0 - �b/f/ RD/ -42 NOG FUEL STA. 39 *12 -97 STA. 34103.97 Z STA. 26 * 94,97 U 155,060-20 Al 164,564-13 Al 184,06 8.06 BLDG. E /,658, 937.38 E /,659,05/ 39 E I, 659,/65.40 2YOVAIG ' SECUR /TY FENCE /2" CUB 4ERT Up x x x x x— x x x— x x x x x x x SUP oUP UP - - - - -4 UP r- • UP x TTTT- TTTTITTT 7171717 -F TTTTr- -rn7 T - TT T rFFTT- TTir- T TT- T 1 7 TTTTTTT 'TTT1TTr- - 'TT1TrT 'TTTR "rig " -rm -171717 -17171717171717 Tm-rTr -177771777 �l/ /2° 36 36 f�Y 717-17177'17'17 7 1 1 1 1 1 1 1 1 ( 1 1 1 I. 1 1 1 1 1 1 i i I 1 1 1 1 1 ; 1 I I I I I] I I t I l 1 _ I I I I I l 1 1 1 1 1 1 1 I I I _ i I I I I ! j I j j I I I I I I I I I I I I I 1 1 1 1 1 1 1 I 1 I I I I I I I I I I I III I I I I I I I I I III I ��_� R/IiER � 11,,1 _111,111 1111111 1111111 1111111 IIIIIII 1111111 IIIIIII 1111111 IIIIIII IIIIIII �Ll_I�1_L e" CUL //ERT STREET CA 7CH BAS 11Y PR /!/ATE pARK'/it/G A107r: FOR MrAIC'Al SECT 101.1, BACKF /L L , 6 URF,4CE RESTORA T /OAI A41,0 PIPE DE5 16AI 0A1 TN /S SCALE HORIZONTAL I "= 50',VERTICAL 1"-5' DING, SEE DING' 30/ -- - - - -- -- -- - - -- i T -- - -- - - - -- - ---- --� - -- -- -- - -- I - - -- - - - - -- - - -- - t - - — - - _ + - - -- - -- -- .L - -' - -- i — - - �' -- --' - - r - -- 4 - - -� - - - -- - - - - - -- - - -- -- - - - - - - - -- - - -— - -- - -- -- - 1 -.. _ . -- - - - - F— - -f - - -- — -. - - S , - - - - - -_- - -___._ -- .____. ..sue -_• - -_�_ -.. , - - 1. _.., -_ - _ - -_ .._— - - ` —__ - -•_ -_ -- - -• I -__ -_ - _- -_- .. -.. _ - -- __ - -• - - -_ - _ - -__ -. _ - -._ -- -_ -.. _ _ - /O5 _— —_ —_- - -_ Lr- QV �i_—El _ —_ — 1 - -_ — -- -- -- -- -- —_ - - -_ — 41,,00 40 „00 39,,00 ,384 -00 37,'00 36,400 .35,, 00 34 +00 33 +00 32 *00 314.00 30,,00 29 „00 26 � 00 I ' VOTE: COTRAC7-OR TO COORD/1(/ATE FL LIME l - TROCT /ON W/ Bof-wo A /RCR,4FT ' CO. ACT1// /T /ES 0/,/ THE /R PROPERrV 57.4 Graf 7To/ � UP Al 1'85 805.;1Q_ - GUARD SEE SPECS. -- BOE/d/G SECUR /TY FEA/CE , E /,658,767,34 HOUSE CLE�1RA�t/CE X �� -L x X �`�• X X X X X 1 _ _ BOE /�clG h CO�t/C. 4PRO� l L/GNT - UP T _6 ” CUL VZ l d" CUDIE'll 20' TEMP. ESMT. TTT1�T ��T1TTT�T- TfTTTi17TT i - TT F,,`1717 T17RTTT T17TTiTiT7 717171771777- T17TT"fTTT- TTTT'f TIT �r 7TrrrT-7TT TTrTT1Tr -1TTTTTTT' Jill II 7177717 << moll 41' /7" W R /VAR STREET . Al �l/ /2 °569.6W I) I Q v •L - -- r - /O' PERM. ESMT. SECT /O�tJ OF FE�(/CE G'A CH _ T f�AS /N ' TO BE TEMP0/4A/RL/' M.N. RO/- 43 N Cq Z D REMOXE -0 TNEAI Y•''. IQEJrTO/QED ST,4. 44j21.9T 40 TEMP. ESMT. Al /85, 556.26 ? 30" CUL !/ER T E 656,823 .37 0 L /GAIT �^ F0 0 4• -- ss 'S r Ea 8" &14",45.4CL.50 C /Ax1l STD.MEC� AlICAL JO /�(/T SCALE: HORIZONTAL - SCALE :I ft- 20',VERTtCAL I "=5' /0NQL ENS -- - - -- -- MME E - - _ _ 5 - - -- T T f _ - - - - -- ' -' - -. - -- - - -'- -- - -' - - -- - -i .. - -- -- - - - - -- t.. I - - - - EE F�EC/ • sE Tl - PEES: r 1- - - - I !4�'6.�0 F- -- - - - -•-- - -' - - -' -- - - r - -- - - -- -- -- -� - - -- -- - -- - -- - -- rr + -- -- - - - -- - - -- - -- - - -- -- - -- _- {�i4 - -- - "- -- y. -' - - -- t -- - - - -- - 1 - - - -' — —'— -- - - - � - - - -- — 111 \ I I -�- - /00 95 -- - - -- - - - - - -- - -- - �_JJ _ _� -- - I - - �• - - -_� IjA - - -- - - - -- -- - - -- - - - - -- -- - -- - - -- - - -- , -_- - - - - - -- -�� -- -_ -- - - -'- - -_ 1 - - - -- - - - -- -- - -- - -- - - -- - - -- -- - -- - -- -- - - - - -- - - -- - -- - -- - -- - -- .._..�_ - - -- T - -- -- - -' - - -- - -- I - -- - -- -' - -- -- -- _. - - - -- -_ - - -- - - - -— -_ —_- - - -- - - -_— - -- - - -- - —__- - -- -- ___ -- - - -" - - -- f __ -'- -- - -- - _- -- - -- - - - -- - -_ _- -- - - - - -- - - -- �z - -- - t -- - - __ Li) -T 95 - - -- -- -- - �_- - - -- T - - - - -- - -- 47-; 00 46 -,00 4-5 00 44t00 43100 SCHEDULE 3 DRAWING NUMBER DESIGNED_ METROPOL I T A N ENGiNEERS LITY OF METR0P0LITAN SE TTLE p �/A' DRAWN ,(/CC BROWN AND CALDWELL CAREY AND KRAMER FILE R 201 G RE NTO N BR 1 N MAWR TRUNK 303 SUBMITTED �j,f Q� SCALE SHEET NUMBER �r rB HILL AND INGMAN R �/1/ BECj( QND QSSOCIQTES RECOMMEfVDED — APPROVED L- -I APPROVED_. APPROVED AS SHOWN F C' SYSTEM STA. 27 + 25 TO STA. 47 +�� CHECKED Design Engineer Metropolitan Engineers Project Engineer - Metropolitan Engineers Chief Engineer - Metro ita I Engineers or Metropolitan Engineers For Mumcipolity of Metropolitan ';cattle DATE — EB• 19 19 — — OE -22__ 2 ABANDO�tI EZ) BOEING - PAIAIT BL6� /2S /20 //5 //0 /O,S 50—/MILE 3 SiA. 0,-00 BOR /.c/G 4J0. 15 MN POI-37 TYPE B M,N. 8E6141S 4 JO/A/T /N M. A( M.N. Rol--?3 GA/D. EL 125.5 W/TH 24" OROP CO�u�(/ 1111 /04-4378 \ `-J,.: -(moo STA.0 +00 v(J 180,815,97 . a'-p Al /80) 068.92 E ; 66 0, 309.76 AfAl RO/ -36 S r,4. 7* W. 67 Al 1(50, , 62.00 ,4 0 1 FROM M. H. - - R01 -37 _ ABBAN. ,(/ /80, 6 05.53 E / 659, 9.4.20 \� /6\0 ,Df bd,Q /.(/G ,UO. 4 E 1659 737.5/ " �- :— �\ �, R / l/ E R OAID EL. /27.0 l2 W — p� .� ,q �4 � LPG 48-56 rrrrrrT - rTTrr'rT TTTTTTTT TrrrTTTrT TTTrrrrm -rnrTTr ,T,Trrrr TTT,,,T,T „-rrtTT ,TrrTTT mrrT�t /\1 , ' .OIL K � j o '�Ci1u ROAD : r 1 r i ; i rTr -rm rTTT-T I ��\ \ Af ROI-3-4 9' 02 , L�,�, TEMP. ST�1 O * 40. 7.5 SHED !y SD ,,,u, u,,,,,, �...,., ,,,,,,,, 1_r� 'A i ABANDONED U f' C.B_ "rig C/ �� - U.P. � ' \�' COAIST. %. N /80, 078.90 _ so U P , „�\, 1 CB. �' ', ESMT. E1,660,270.25 _/, rT rn r T rTi-n J'' \\ lvEw c oA1N �p gUTAK \` `,, \ / CITY OF RE-At FIE ICE O tA►J , ,,,,�� '1111` ,,,, r ,� SHELL O/L r M OFF / 1 \, CO. G ,, \ BR r tv M.4WR TRU�(/k' FACE OF SCALE HORIZONTAL •1 = 501, VERTICAL 1 = 5 SCHEDULE 9 5CIWEDULE, 2 / /11_00 Oil w ..ice /01100 900 Bt00 7"-,,, 00 . 00 ,St 00 41-00 2f 00 VOIDS OUTSIDE CASIIJG PIPE e`451kIG PIPE X5 EL. 114.0 ± 70 BE BACK PACeED !'Y/ � -. � 8 GA. C M P - s4,k/D AVD OROU TED •_ 2 O �} f /LL (VOIDS W1 CLEAR(/ %f 8 "C /P 14 "CIP fL `gRIES CONCRETE W I ER WALL P/T RVAI 5,440 A4ID 8' -0• FROM GRADE TO TOP OF W I ER WALL P 48 "I D C.4S1116 ► PIPE GROUT fie- ,'' °'�.• %••• ,• ....•_ ' .,::, w •• ��►•d •.� sg Q CARRER PIPE 0, FREE ORA /U //G GR.4YEL x x ' =°° BACKF /L L SEE SPEC /AL 24 "0 RCP, TYP. O ` FILL LOWER /20° W/ { a° " o A COd1STRUCT /0(1 ,VOTE "9 HELF 1 GROUT AFTER PIPE P. ALAS 8EE4/ PL ACED. � �^ . X x x TO M.H. C04/T/4/UOUS CRE•OSO rED o ••. ' '' ' V - - - - TIMBER SkV FOR PIPE M "//j TYPICAL TYPICAL SECTION; 2 72-0 M.H. LINER-PCATE OR TUNNELED oa \�� 3 o -- , j I .,:•• � GROSSING UNDER LAKE WASHINGTON jr24 R " A? V = NO SCALE Q Cp FUTUE NO SCALE eoEi,UG Cou4rECT/OU FROM CITY �/o rES 2! 6 OF RENTON SPECIAL COA/CRETE POURED TO /. ME4/C" SECT /0,(/ GRADE OF ADJACEA/T COA/CRETE AL L 7REA/C1W141G T915 DWG, SEM/-CO/YF/N£D F W I ER LOCATION PLAN NlrH BROOMED F/4//S11 WIC01VC. 13ACKFILL 70 6 OVER /FE ... EL 119. S j B C/P NO SCALE 2 SUBSEOUEA/T BACKna_ r A L L THIS DWG CL. 17 4B" VAr _ 3. SURFACE RESTOR.4T10A/ t` i ALL D ISTURBED ROAD SURFAC/d/G iH /S 0 16 CA. 0 A V SlICET i; 3 0 5 ti_ s DI�l S TO BE RESTORED PER TYPE A /'>ETA L FORM LEFT EX /ST SLAB ROAD RES TORATIOA/ //Y i°L A CE BERT /C.4L ,I4 ~C /P SEE SPEC /QL CDk/STRUCY /O�l/ '4 ACCESS �1L0�(/G AIRPORT ,40. TO BE 'h = TRE4/CN \B C/P 4/OTE `/l MAI4/T•4IA/ED AT 41-4 TIME /'A 00 METRO, SrD. M.1,/. FRAME 8 COVER REMOVAL B E EX /ST. GRDU�UD TOP SLAB 10 7 ;- 2T "RCP LL Sf/ELF EL. 11565 I //y V' L-LEV //4,26 i S, -- _ �@ W SECTION 3 305 04 "eW /0 "iwo cm. ( r)1P. ALL 414LLS) G ,?7" RCP a ti fiF t ,- ALL PIPE THIS DWG TO BE . , 000 D I _ - -' -- AJV EL. /14.98 \ M.H. ROI - 38 SPECIAL TRENCH UNDER STD. TYPE B MANHOLE RUNWAY APPROACH SLAB WITH PALMER BOWLUS FLUME 1 AS CONSTRUCTED SECTION 303 DATE JULY 69 1964 NO SCALE,` NO SCALE DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE DRAWN BROWN AND CALDWELL CAREY AND KRAMER - -- `SCALE HILL AND INGMAN R W. BECK AND ASSOCIATES SUBMITTED RECOMMENDED -APPROVED APPROVED APPROVE AS SHOWN CHECKED WV Design Engineer - Melropaiiton Engineer Engineers Pro n ineer - Metro 9 1 g f )ohton Enyeers Chief Engineer metiold1liton Engineers For Metropolitan Engineers For Municipality of Metropolitan :,eattle FILE R _201 G DATE FEB.1962 /25 /20 / /.S //0 /0,3' otoa l4 "C /P 1uvEL.11S6-T 8" C /P, 14111 EL. 114.99 4'_0 . 81” 2 QS 4„ B 5'- 4 "OTE. 41-L RE/A/F- Sri- II SP,4CED AS SAIOWAI PLAN TOP SLAB - REINFORCING SI PHON OUTLET MANHOLE ROI - 43 104E s SCHEDULE 3 RE NTO N BRYN MAWR TRUNK SYST E M RENTON SO. TRUNK CONN. 8► DETAILS WQ S`'��Fl h p Z s T F -'F' s /o /I DRAWING NUMBER P 305 SHEET NUMBER 21 OF 22 W,tw 27" RCP SEWER III �i Q 1 NH RO/ -S9 STA. //,14L.55 'a /B2, 59/.86 E /, 659, 629 'f', r/. B" SE6YER GLUG l;YA/EA/ D/REC TED BY EX /ST. P4" RCP DYERFLO/N h 0t00 1400 i W,tw 27" RCP SEWER III �i Q 1 NH RO/ -S9 STA. //,14L.55 'a /B2, 59/.86 E /, 659, 629 'f', r/. B" SE6YER GLUG l;YA/EA/ D/REC TED BY EX /ST. P4" RCP DYERFLO/N h F I i r- T� IIil 111 II,I IIII ILI 1111, III II II II III Illllll 1, ll II LIIII IIII III �'" STL. P SUPER�cIATE�t/T _ OR.4/1t/ Q Q rk D /GE,S TER - �° v v Q Q - `r V31- � v r _ I,Ill,ttt tj rk _ WATER BL DG. - SLUDGE FOR MOD /F /GAT /OA/ OF .. 04ERFL0/v STRUCTURE SEE SKETCH DWG. 306 - 11 -1- 24'' /�t/FL UE�t/T- 23REA f( OUT EX /S 77 ,,�� -�„T rt r,-I- -��`' ` '0e# EFFL LIFAI r 24 "CO&C P /PE 6: NEW 24" RCP ON �T R OA,0 TO RIVER C'1-1A/Y/YL"1 //YTD /YEW 24 111111 \I llll 11 Il II III, I,L I I l I II I I L-L I I I I„I I I l I Ii I i 1 III PLAN CONNECTION TO EXIStING PLANT FACILITIES RENTON SEWAGE TREATMENT PLANT SCALE: HORIZONTAL, I "= 20' , VERTICAL I" = 5' 24 "It/FLUCAI r RCP Wf/E/Y L� /RE'CTE,D 1 Z'2'15 7' CowCRErE OPEIU TAA./K cowrcr wiry Aws OFI FLAIUGE ,4S REOVIRED (_ GROUP ID L /IL/E AIErW TEMPORARY /2 "CYR EFFLUENT covvECT/OI(/ r12 "CUR TEE A,U6E COVAIECT /ON O /61 X 1G "XI2 " TEE 1 NEW /6" C/ SECTION sEwER 306. NO SCALE 24" OlVERFLOR/ TO REIi /SED LOCAT/D,U OF CEDAR RIMER AIEHv W E/R CRES T . 24„ SEWER � J) a 0t00 1400 2 -,00 3400 o h � MUNICIPALITY a R 0 P 0 L I T A N � � BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN H I F I i r- T� IIil 111 II,I IIII ILI 1111, III II II II III Illllll 1, ll II LIIII IIII III �'" STL. P SUPER�cIATE�t/T _ OR.4/1t/ Q Q rk D /GE,S TER - �° v v Q Q - `r V31- � v r _ I,Ill,ttt tj rk _ WATER BL DG. - SLUDGE FOR MOD /F /GAT /OA/ OF .. 04ERFL0/v STRUCTURE SEE SKETCH DWG. 306 - 11 -1- 24'' /�t/FL UE�t/T- 23REA f( OUT EX /S 77 ,,�� -�„T rt r,-I- -��`' ` '0e# EFFL LIFAI r 24 "CO&C P /PE 6: NEW 24" RCP ON �T R OA,0 TO RIVER C'1-1A/Y/YL"1 //YTD /YEW 24 111111 \I llll 11 Il II III, I,L I I l I II I I L-L I I I I„I I I l I Ii I i 1 III PLAN CONNECTION TO EXIStING PLANT FACILITIES RENTON SEWAGE TREATMENT PLANT SCALE: HORIZONTAL, I "= 20' , VERTICAL I" = 5' 24 "It/FLUCAI r RCP Wf/E/Y L� /RE'CTE,D 1 Z'2'15 7' CowCRErE OPEIU TAA./K cowrcr wiry Aws OFI FLAIUGE ,4S REOVIRED (_ GROUP ID L /IL/E AIErW TEMPORARY /2 "CYR EFFLUENT covvECT/OI(/ r12 "CUR TEE A,U6E COVAIECT /ON O /61 X 1G "XI2 " TEE 1 NEW /6" C/ SECTION sEwER 306. NO SCALE 24" OlVERFLOR/ TO REIi /SED LOCAT/D,U OF CEDAR RIMER AIEHv W E/R CRES T . 24„ SEWER � J) a 306 1 - p d N � I Z4" SEWER TO 1?fX1r0u SEfYAGE TREATMEEV T I I PL AAl r I 4,wSrItla WEIR TO BE RAISED rAIE TA/ICKAIESS OF TWO COAICRE TE BLOCKS TO ourFALL L"X /sT, CAIWAI UEL b a SECTION 2 30 NO SCALE PLAN NO SCALE \A.CAtD Q °f W4 S6,� �< SKETCH OF MODIFICATION TO Z OVERFLOW STRUCTURE 0 RENTON SEWAGE TREATMENT PLANT o�ss��STE��,��, ' �NAL EN i SCHEDULE 3 1046.1 R201 DRAWING NUMBER R FILE _ 201 C RENTON BRYN MAWR TRUNK P 306 DATE FEBel962 SYSTEM RENTON S.T.P. CONK. SECTION 8c DETAILS SHEET NUMBER 22 of 22 0t00 1400 2 -,00 3400 DESIGNED. -o4 METROPOLITAN ENGINEERS MUNICIPALITY OF M E T R 0 P 0 L I T A N SEATTLE, DRAWN ��1= BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN -�, SUBMITTED lf�fu'� -1 REC0MMENDFD��IIt- (� APPROVED I APPROVED a'e �e� - -' APPROVED” scAL E C CHECKED r%�I R.W. BECK AND ASSOCIATES Design Engineer - Metropoliton Engineers Project For For MunicYpolity Metropolitan Ueottle SHOWN AS .7H0•�N Engineer - Metropolitan t ngineers Chief Engineer - Metropo arr Engineers_. Metropoliton Engineers of T1rTJl - / `• / �� I � - „_ it ; - iiiiiiiii Is pp-- _� •` � so ��ii�� ••• %R�� :rte' � ` � i i 306 1 - p d N � I Z4" SEWER TO 1?fX1r0u SEfYAGE TREATMEEV T I I PL AAl r I 4,wSrItla WEIR TO BE RAISED rAIE TA/ICKAIESS OF TWO COAICRE TE BLOCKS TO ourFALL L"X /sT, CAIWAI UEL b a SECTION 2 30 NO SCALE PLAN NO SCALE \A.CAtD Q °f W4 S6,� �< SKETCH OF MODIFICATION TO Z OVERFLOW STRUCTURE 0 RENTON SEWAGE TREATMENT PLANT o�ss��STE��,��, ' �NAL EN i SCHEDULE 3 1046.1 R201 DRAWING NUMBER R FILE _ 201 C RENTON BRYN MAWR TRUNK P 306 DATE FEBel962 SYSTEM RENTON S.T.P. CONK. SECTION 8c DETAILS SHEET NUMBER 22 of 22 0t00 1400 2 -,00 3400 DESIGNED. -o4 METROPOLITAN ENGINEERS MUNICIPALITY OF M E T R 0 P 0 L I T A N SEATTLE, DRAWN ��1= BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN -�, SUBMITTED lf�fu'� -1 REC0MMENDFD��IIt- (� APPROVED I APPROVED a'e �e� - -' APPROVED” scAL E C CHECKED r%�I R.W. BECK AND ASSOCIATES Design Engineer - Metropoliton Engineers Project For For MunicYpolity Metropolitan Ueottle SHOWN AS .7H0•�N Engineer - Metropolitan t ngineers Chief Engineer - Metropo arr Engineers_. Metropoliton Engineers of 306 1 - p d N � I Z4" SEWER TO 1?fX1r0u SEfYAGE TREATMEEV T I I PL AAl r I 4,wSrItla WEIR TO BE RAISED rAIE TA/ICKAIESS OF TWO COAICRE TE BLOCKS TO ourFALL L"X /sT, CAIWAI UEL b a SECTION 2 30 NO SCALE PLAN NO SCALE \A.CAtD Q °f W4 S6,� �< SKETCH OF MODIFICATION TO Z OVERFLOW STRUCTURE 0 RENTON SEWAGE TREATMENT PLANT o�ss��STE��,��, ' �NAL EN i SCHEDULE 3 1046.1 R201 DRAWING NUMBER R FILE _ 201 C RENTON BRYN MAWR TRUNK P 306 DATE FEBel962 SYSTEM RENTON S.T.P. CONK. SECTION 8c DETAILS SHEET NUMBER 22 of 22 L�,_ 10' PERM,4VEA1 T ANGLE PO /NT EASEMENT ST4. 5d ,400.3S ANGLE POINT Al * E; 6.51 7, 67 6 6 4 B "C /P /65 sTtf: ,59 15735 NTA _5 92. 5// 'Al /851 _983.90 DV5T- /2" 8KP•45S _ _ E /, 657, 921.58 E /, 657, 498.69 NfEASCIR /A/G FLUME 510M011 EXIST 12 "S =` ` EX /ST. OUTF,4LL M.Hy_� /A/LET STRUCTURE- FD DETAILS SEE D1�Y6. 3O4 R p/` X _ 1- __ - fN �� .�2 `Y -- - --___ _ `_, LV - - REPL ACE EX/s rlw 14 "CIF B �,Q S 5 9 lO CAP BA �t/ r PROTECT /0A/ - � STA 60/2.0/ f3p \ \ 4A K E W�4S1l /NGTOAJ - SEE SEC: L �WG..06 �\ Al 185 982.90 1 - / - , ` I \ \ \ 1 < ,E /, 65T,454. 03 _ - \ - \ \\ 1� 1 SA/dRE L AILr \ 12 "Cl PL.4AIr B / EX /ST. I8 "S - �� Map G �N ��( \\ EFFL UEAI T „ MAIM �1 6 „S 1 �\��t'X /sT. /1? IV S EX 15T. FL UME C' T Wi;�EA� X / Na � /F�E"CTEO K TEMP /NFLUE,t/T CO/t/A/. EX /ST GR /T \` EN TAN SEE DING. 306 CN. 09E'R .15 r O tr/Sr Ft'AICE OF BRVAI MAWR EXIST. COMIC- N ILA' SEWAGE TRE4 rRf-AJT PL Apt/T EL EV 432.040 - - - - -- - - -- - -,=- - - - - -- -- - - P �. 11 - -- SCALE: HORIZONTAL 1” = 20+ , VERTICAL 1" = 5' _ -- _ A S ASS C/ W 5 TD EC ✓D CL ,(/ F- - -- - - - - -- — - - - - -- - -- - -- - - - -- - - - - -- - - - - !�� - -- - - -- — - - -- -- -r.- - - -- - - -- -- - - - - - - -- - - -- - + - -- -- - - -- - - -- — - - - -- — -- } 11P0 t/ -_- - - -- - -- -_- - - - -- T - -_ - - - - -- -- -- - - -- - r - -- -- - - P7 - -- I -- — -- �- - — - -- -I- -- - - - -- - ' -- -- : - -- -- - - - - - - -- -- - -- - - -- - - -- - - - ..� - 110 - -- -- - - — - -- - - - -- - - -� - - -- - - -- - _ - - -. - - - - - - - -- - -- -- - - -•. - -_ -- - - - -- - -- -- - - -- - - -- - - - , —. _. ` — - -- - - � - -- - - - -- - - -- - - - - - -- -- - -- - - - - - �'- -t- --'t- - -- �.- - -� --- -> - - -- - -- - - -- -- -- - 1—_ - -. i 60f00 59fo0 58100 57-0-00 56 *00 55 DO _ - METRO. STD. MN - e" RE/I//OVABLE FRAME Br CODER EX /ST. B "FORCE - SECT /ou OF SL ,4B 'r4 6) 9'�E•W. = CONNECT Wf�E'/�/ D /RECT£� CONNECT WHEN ELE1/._ /.32.OU ALT OARS STRA /G.�/T MA //Y / - p/RECTEU �61,4ST /C COMPOU�t/D 41 °BE�t107 .. , ,� - - -- - - - X-60 OR EQUAL / a 16 "s Top OF SHELF l ( D �l/EN/ It/£!� G "FORCE MIAIAI Al O _ EL . 129. d5 EL. 126.35 t \ Est' /ST, I `. i , = e�� TEMPO/4ARY 3YQASS r \ i /B•' /B„ i COQ MI'CT RELOCATED B" TO T. F? \ 22' °BE�t/D E'LY r l�/1! /28.35 - - P /PE I FORCE MA /,(1 TO EXIST. 8' �� j PELF i - M � S - -- it/Eyy /8 FORCE MA /AJ `Y/45 BE,UD - - - - @ A0 `Z- L%/ @ CTR 8 "M /�t! . ' AT TOP OF PIPE £L. 1317 "—' - 26 WH N OihECTE1) 4 S BEND (7'Yi°-ALL WALLS tL- 126.70 a - —�� ►� T- -*` . I /�t/l! 126.18 - - ENV 126. /8 'Al /Ie5 982.90 ' �l/Eiri� SECT /O,U 8 "FORCE 4 q • , .; caNUEcT NFrw sec r�ou of SKETCH O F E/ 6 57 454.03 FORCE M�4/N TO CkWAIAIEL MA /A/ (Ic1EAR S /DE) _ <A/V /26.70 v • FORCE MAIN RELOCATION ?2%p' Bf-kw iAT 111{! EL, 126.3 15 0 /2 "EW @ CTf?: /W/. 12G. 30 NO SCALE 45° BEAD SUP I S,E C T I O N SUP I SECTION SUP I AlorE: COAlrRAcrOR TO MWAITA/A1 C041STA,v7 smoler TT1fPOR.41?Y BYPASS P L A'v ` DU,R1A/6 COQ ISTRUCTIOV Au0 UAIT1L DIRECTED TO CUr CONNECTION TO EXISTING PLANT FACILITIES ( NOT IN CONTRACT) AS CONSTRUCTED 1.(/ FLO%vs PROCEDURE TO BE fIPPROVEO T T P SCALE r+/ - I'' - DATE JULY 6, 1964 2 - 0 PP� o DESIGNED EDO METROPOLITAN ENGINEERS MUNICIPALITY O F M E T R 0 P 0 L I TA N SEATTLE f+ `o RENTON BRYN MAWR TRUNK DRAWING NUMBER FILE _ - __ SUP. N0. DRAWN f-/cc BROWN AND CAL DWELL CAREY AND KRAMER SCALE SYSTEM SIPHON 8s BRYN MAWR T. P CONNECTION SHEET NUMBER c7/► HILL AND INGMAN R.W BECK AND ASSOCIATES SUBMITTED RECOMME14DED All !�� gPPROVEO APPROVED APPROVED AS NOTED �Z¢l� CHECKED Design Engineer - Metropolitan Engineers Protect Engineer etropolitan Engineers Chief Engineer - Metropolitan Engineers For Metropolitan Engineers for Municipality of Metropolitan Seattle DATE I OF 1 ~ J A Is I MUNICIPALITY OF METROPOLITAN SEATTLE KING COUNTY, WASHINGTON SEWAGE PROJECT CONTRACT NO,,. 62 -2 4 CONSTRUCImED DRANN BIDS RECEIVED CONTRACT AWARDED NOTICE TO PROCEED CONTRACT COMPLETED WORK ACCEPTED RESOLUTION NO. FINAL CONTRACT COST CONTRACTOR SCHEDULE I R202A E. SIDE INTERCEPTOR SECTION 2 APRIL II, 1962 APRIL 19,1962 MAY I, 1962 AUG. If 1963 JULY 1811963 305 $3,375,084.99 PACIFIC MECHANICAL CONSTT, SCHEDULE 2 R210A CEDAR RIVER TRUNK SECTION I APRIL 11, 1962 APRIL 19,1962 MAY 3111962 JAN. 211963 FEB. 2121963 254 $ss2,i7s.00 VALLEY, MORRISON—KNUDSEN METROPOLITAN ENGINEERS 410 WEST HARRISON SEATTLE 99, WASHINGTON SCHEDULE 3 R201C BRYN M AWR- BOEING RENTON TRUNK APRIL I Is 1962 APRIL 19,1962 MAY 2821962 DEC. 10, 1962 DEC. 2Q, 1962 234 $ 552,816.68 FRANK COLUCCIO CONST. u GZ I 1.