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Home My WebLink AboutzS-0710SetW ,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 . 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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 !. 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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. 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BECK AND ASSOCIATES -a SYSTEM _ STA. 26+50 TO STA 54+50 SUBMITTED - Design Engineer - Metropolitan Engineers - _ RECOMMENDED _ Project Metropolitan APPROVED APPROVED -' � � APPROVE - __ -___— SCALE JOB _ VERT. DATE FEB 1962 SHE ET N 22 13 22 Engineer - Engineers Chief Engineer - Mei �pol,ton Engineers for Metropolitan Engineers For Munlcipolity of Metropolitan SFr�tile _ 1 10� OF c� G so' TEMi° CoNSTiCP ESMT /z 5711S FoR 3 Z 3 - O rZ/RE CONN x IL 1 i -- - -- Trm TT�T T' -rrTT U C/PEEIY � - -- ,�, 7T '- -- - - - - -- - - 7TTTTr UP 00 77T7-rT-r T _ - - x J1 5 P L N T u � Z _ 'W , i My RIO ZS ��, MN RIO -26 I 57A- 8/!1,0 • 50 �STA 53,1,32-73' N/77, . /7C, 9 70.98 . � TT*r T -m�T -� E/ C67, 4Q 7.3 8 ° `i I Zy C4NC. TYPE A POAO lfe.57'01fA T /ON Jc'OR APEA OF SURF4CIN67 01S7ZIe,540 SCALE= HORIZONTAL I "= 50', VERTICAL 1R =10t 0 MH �/ Z3 , SECT /ON I - Z6. ZS 17 7-5-'7-0 A6q eltD E S /DE /NTEiPCEPTOiP . %UNOE�P CONS'riPUCT /ONE ' : , .. 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METROPOLITAN ENGINEERS MUNICIPALITY OF M E T R 0 P 0 L I T A N SEATTLE DRAWN BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES SUBMITTED RECOMMErvDEO <� aPPRovED �� aPPR0vEO aPPROvE SCALE SHOWN CHECKED�� k.V Design Engineer - Metropolitan Engineers Project Engineer - Metropolitan Fngineers Chief Engineer - Metr lit n Engineers or Metropolitan Engineers For MJnicipolity of Metropofiton Seattle FILE — R 210A DATE FEB 1962 P of W43 F co AS CONSTRUCTED Z o� 104612) DATE JULY 6, 1964 ass 61sT F_fk SCHEDULE 2 � "AL �, DRAWING NUMBER RENTON CEDAR RIVER TRUNK-SECTION I P 2 0 4 SYSTEM S TA. 82450.00 TO STA. 83 +20.42 SHEET NUMBER 15 OF _22 r., I � I II 06- 1 � XY/ol /1 .°A /NT `l/ /i°A //VT i li �. OM/Al. //4 ,:YZ , 1wwx! 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METROPOLITAN ENGINEERS MUNICIPALITY OF M E T R 0 P 0 L I T A N SEATTLE DRAWN BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES SUBMITTED RECOMMErvDEO <� aPPRovED �� aPPR0vEO aPPROvE SCALE SHOWN CHECKED�� k.V Design Engineer - Metropolitan Engineers Project Engineer - Metropolitan Fngineers Chief Engineer - Metr lit n Engineers or Metropolitan Engineers For MJnicipolity of Metropofiton Seattle FILE — R 210A DATE FEB 1962 P of W43 F co AS CONSTRUCTED Z o� 104612) DATE JULY 6, 1964 ass 61sT F_fk SCHEDULE 2 � "AL �, DRAWING NUMBER RENTON CEDAR RIVER TRUNK-SECTION I P 2 0 4 SYSTEM S TA. 82450.00 TO STA. 83 +20.42 SHEET NUMBER 15 OF _22 r., N-, T74 7YI91- _97 1vf1_1 R /0 -/9 16 T74 46,181.52" Ay N 176-,573,59 N 176 493 40 , 665 496.49 42"CA,-0,4R elXCR �, \ti TiQUNff SEf Ofl/G. ZGt� / & I / / / Z m m, Z_ OUT CaNsTr IE5-Af r OCIX( 1 AF � / / -- _ Z.eC4 k'A' T10,oV � �. -v / //- X11 //- I!_..- 14/__ -'��I! 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T __R_ WA 2 N QT T E 1046 3 /0 'E \,.�05 11=11- SCALE: 1/2 0 of I SCALE: 1/2 =1 -0 DULE L 2 DESIGNED4 TB METROPOLITAN ENGINEERS M U N I C I PAIL I T Y OF METROPOLITAN S ATTLE E R 210 A F-ILF RENTON CEDAR RIVER TRUNK PA205MBER DRAWN D. 6?~Z> CHECKED ADC� BROWN AND CALDWELL CAREY HILL AND INGMAN R W. BECK AND AND KRAMER ASSOCIATES 41 1 - SYSTEM SUBMITTED - Design Engineer Mpitopolitan ineer, RECOMMENDED APPROVE D ' APPROV AS SHOWN FEB 1962 DA T E SHEET NUMBER 16 22 Eng Project Engineer - Metropolitan Engineers I Engineer - Metr o t0rEngi Engineers Metropolitan Engineers For of Metropolitan SPottle I OF 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.