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HomeMy WebLinkAboutzS-0702SetW ,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 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. -- -__/ # LOCATION SCALE 1" -2000 CD M A P REN , ON 0 Qr w ORK + � v� SOUTH INTERCEP SECTIO 2 cn J 167 LIMIT OF WORK ES -526 RAILROAD SPIKE AT GROUND ELEVATION ON WEST 117.885 / S I DE OF 18" MAPLE 315' + SOUTH OF BENCH MARK NO. 3 ON FENCE LINE 130-0' + SOUTH OF 165th. ES -527 RAILROAD SPIKE ON WEST SIDE OF POWER POLE, 114.812 POLE LINE RUNNING SOUTH AND WEST 15' WEST BOEING RENTON TRUNK OF CORNER FENCE POST, FENCE GOING EAST WEST, AND NORTH 840 ±S)UTH OF BENCH IV�ARK NO. ES -526. ES -528 RAILROAD SPIKE 1' UP ON EAST SIDE OF SHORT 121.512 CEDAR RIVER POLE FOR POWER TO 8' x 8' PUMP HOUSE 50' + WEST OF 80th AVE. SOUTH ON THE S I DE OF LRGE WATERWAY FIELD AND NORTH OF CREEK NORTHWESTERLY OF LONG BARN. ES -529 RAILROAD SPIKE ON EAST SIDE OF TWIN COTTON- 120.661 WOOD -TREE 3' AT GROUND ELEVATION TOP OF BANK ON SOUTH S I DE OF CANAL 20' EAST OF DRIVE • ACROSS CANAL INTO LONG BARN. fS -530 RAILROAD SPIKE GROUND LEVEL ON SOUTH SIDE 125.694 L_ w OF A 5' TWIN COTTONWOOD ON ROOT 80' +WESTERLY �\ OF DRIVE INTO LONG BARN 110 _ SOU EASTSIDE INTERCEPTOR OF BENCH MARK NO. 7 TOP OF SOUTH CANAL BANK SECTION I 50 + NORTH OF EAST-WEST FENCE LINE. i r R\� l� ES -531 I N D E X TO DRAW I N G S 119.380 DRAWING S I DE OF POWER POLE ON NORTH S I DE OF 180th, SOUTH INTERCEPTOR SECTION 2 VICINITY AND LOCATION MAPS INDEX TO DRAWINGS AND BENCH MARKS NUMBER TITLE RECUMMFiV�,E�, t �_ �,T�- Prpje�, Engineer - MelrcppLton En nee s 9 I VICINITY AND LOCATION MAPS INDEX TO DRAWINGS AND BENCH MARKS 2 SANITARY SEWER MANHOLES 120.592 3 GENERAL NOTES SYMBOLS AND MISCELLANEOUS DETAILS 4 TYPICAL TRENCH SECTIONS AND DETAILS 5 PLAN AND PROFILE STA. 0 +00 TO 27 +50 120.612 6 PLAN AND PROFILE STA. 27 +50 TO 55 +50 . 7 PLAN AND PROFILE STA. 55 +50 TO 75+ 56.32 BENCH MARKS BENCH ES -534 MARK NO DESCRIPTION ELEVATIONS ES -522 RAILROAD SPIKE 4' UPON SOUTHWEST SIDE 116.855 OF LONE 12” TREE ON FENCE LINE GOING EAST AND WEST 88' ± EAST OF 37 +10, 35' + EAST OF ES -535 POINT PASTURE. 116.418 ES -523 RAILROAD SPIKE 0.5' UP ON SOUTH SIDE OF 111.587 LONE 20" TREE 200' + NORTHWESTERLY OF 0 +00 AT 165th AND 90th SOUTH. ES-524 RAILROAD SPIKE 1' UP ON NORTH SIDE OF 3' 116.836 ES-536 POPLAR 700 SOUTH OF 165th, 230 WEST OF 121.757 ' _ 80th. ES -525 RAILROAD SPIKE 1' UP BETWEEN TWIN MAPLE 116.408 ' ON NORTHWESTERLY S I DE ON FENCE LINE ON 80th AVE. SOUTH 1000' + SOUTH OF 165th. ES -526 RAILROAD SPIKE AT GROUND ELEVATION ON WEST 117.885 / S I DE OF 18" MAPLE 315' + SOUTH OF BENCH MARK NO. 3 ON FENCE LINE 130-0' + SOUTH OF 165th. ES -527 RAILROAD SPIKE ON WEST SIDE OF POWER POLE, 114.812 POLE LINE RUNNING SOUTH AND WEST 15' WEST BOEING RENTON TRUNK OF CORNER FENCE POST, FENCE GOING EAST WEST, AND NORTH 840 ±S)UTH OF BENCH IV�ARK NO. ES -526. ES -528 RAILROAD SPIKE 1' UP ON EAST SIDE OF SHORT 121.512 CEDAR RIVER POLE FOR POWER TO 8' x 8' PUMP HOUSE 50' + WEST OF 80th AVE. SOUTH ON THE S I DE OF LRGE WATERWAY FIELD AND NORTH OF CREEK NORTHWESTERLY OF LONG BARN. ES -529 RAILROAD SPIKE ON EAST SIDE OF TWIN COTTON- 120.661 WOOD -TREE 3' AT GROUND ELEVATION TOP OF BANK ON SOUTH S I DE OF CANAL 20' EAST OF DRIVE • ACROSS CANAL INTO LONG BARN. fS -530 RAILROAD SPIKE GROUND LEVEL ON SOUTH SIDE 125.694 L_ w OF A 5' TWIN COTTONWOOD ON ROOT 80' +WESTERLY �\ OF DRIVE INTO LONG BARN 110 _ SOU EASTSIDE INTERCEPTOR OF BENCH MARK NO. 7 TOP OF SOUTH CANAL BANK SECTION I 50 + NORTH OF EAST-WEST FENCE LINE. i r R\� l� ES -531 RAILROAD SPIKE GROUND LEVELON SOUTHWEST 119.380 R 21a D S I DE OF POWER POLE ON NORTH S I DE OF 180th, SOUTH INTERCEPTOR SECTION 2 VICINITY AND LOCATION MAPS INDEX TO DRAWINGS AND BENCH MARKS DPAdVIN(, NoMtjEK <I I 200' + EAST OF 80th PLACE. RECUMMFiV�,E�, t �_ �,T�- Prpje�, Engineer - MelrcppLton En nee s 9 _ o �� nPPRC)vEt) z Gli e,r(, o,,tan et, D E y actrtU�E r fOl „ M� c�p,n��, ,,r M,.,. , " „i�tu eon+ �. ES -532. RAILROAD SPIKE AT GROUND LEVEL ON SOUTH SIDE 120.592 OF POWER POLE ON NORTH S I DE OF 180th, 140' + WEST OF 80th PLACE. ES -533 IRON PIPE 1' NORTH OF 2nd EAST AND WEST FENCE 120.612 LINE SOUTH OF CENTERLINE OF 180th STREET AND APPROXIMATE CENTERLINE OF 80th AVE. SOUTH 40' + SOUTH OF CREEK AT TOP OF BANK (PI PE 0.3' DEEP). ES -534 RAILROAD SPIKE ON EAST SIDE OF LONE 12" 118.750 MAPLE ON 3rd EAST AND WEST FENCE LINE SOUTH OF CENTERLINE 180th AND APPROXIMATELY 295' + WEST OF FENCE ON 80th AVE. SOUTH. ES -535 RAILROAD SPIKES ON WEST SIDE OF APPLE 116.418 TREE ON NORTH AND SOUTH FENCE LINE AND 180' + SOUTH OF NORTH END OF FENCE LINE ON 80th AVE. SOUTH RUNNING NORTH FROM 188th ST. (LONE APPLE TREE). ES-536 RAILROAD SPIKE UP 0.5' ON NORTHWESTERLY 121.757 ' S I DE OF 20" CHERRY TREE 20' WEST OF NORTH AND SOUTH FENCE LINE NEAR CENTERLINE OF 80th, 175' + NORTH OF EAST AND WEST FENCE LINE ON NORTH SIDE OF 188th. ES -537 RAILROAD SPIKE ON WEST SIDE OF POWER POLE 121..039 UP 0.5 AT SOUTHEAST CORNER OF INTERSECTION 188th ST. AND 80th AVE. SOUTH. ES -538, TOP EAST BOLT OF HYDRANT ON NORTH SIDE OF 123.239 188th OPPOSITE LARGE GATE INTO TRADEWELL WAREHOUSE. Wo oQ m� Z� m REMERTON v 13Z 0 z O 0 X Z A_ _� �. O sEEA r a E TACOMA /N T lV L A /RPORr &� rHEL L a e• L OCAT /ON OF WORK KEN r AUBU N r SCALE IN MILES 0 -- --•� O ,oar 0 1 2 4 PU VA 1. LUIS VICINITY MAP !- GENERAL CONSTRUCTION NOTES: 1. DURING CONSTRUCTION AND WHEN DISRUPTED, THE CONTRACTOR SHALL MAKE IMMEDIATE REPAIR OF FARM FENCES AND GATES USED AS CATTLE BARRIERS. AFTER COINSTRUCTION, THEY SHALL BE RESTORED TO THEIR ORIGINAL LOCATION AND CONDITION. 2. ALL MANHOLES SHALL BE INSTALLED WITH THE REDUCING SLAB OR CONE OFFSET TO THE WEST. THE DRAWINGS ARE CROSS- REFERENCED IN THE FOLLOWING MANNER: (A) SECTION CUT ON DRAWING 3 ��— SECTION NUMBER 3 2 �— DRAWING ON WHICH SECTION APPEARS (B) ON DRAWING 2 THIS SECTION IS IDENTIFIED AS: ��- SECTION NUMBER 3 3 DR AWING FROM WHICH SECTION WAS TAKEN. (C) DETAILS ARE CROSS- REFERENCED IN A SIMILAR MANNER, TEHXANPBYTHALR[�AILS ARE IDENTIFIED BY LET-TER RATHER NU AS CONSTRUCTED DATE MAR. 1969 1056u I F. by �Q 04 WAS �o _a o 4 , a 4J G /ST s /0NAL �Nv ��/ DEStGNFD_�!Y�_.__ ()PAWN cHECKF() 1�C'F�'V _ ME TROPO��TAN ENGINEERS BROWN AND CAI DWELL CAREY AND. KRAMER HILL AND INGMAN R W BECK ANO ASSOCIATES -1 M U N I C PAL I T Y O F M E T R O P Q I TA N S E T T L R 21a D RENTON SYSTE M SOUTH INTERCEPTOR SECTION 2 VICINITY AND LOCATION MAPS INDEX TO DRAWINGS AND BENCH MARKS DPAdVIN(, NoMtjEK <I I /r / b SJEiM,TrED ' -Y�`L" De5rgn Engmepr - Mp,rppplrlpnEngineer5 1 RECUMMFiV�,E�, t �_ �,T�- Prpje�, Engineer - MelrcppLton En nee s 9 = AP��o„Fp- (,h,ef En i er_ etropot�twn npP,S 9 y o �� nPPRC)vEt) z Gli e,r(, o,,tan et, D E y actrtU�E r fOl „ M� c�p,n��, ,,r M,.,. , " „i�tu eon+ �. ;. t pc SHOWN J S 0 n! E OCT. 1967 SHEET NUMBER 57- 7 a N Z �O 5 "MIN. - v 0 PRECAST CONC. BASE (OPT /ONAL) METRO STD, FRAME 8 COVER CROWN ELEVS. TO MORTAR ;• BE EQUAL • CONC. ADJUST /NG '- {: - .., - - . TYP. LATERAL -- - ONNECRON BLOCKS e: I ::` FORM RECESS TO ■ 31'- 5d 15' -0 REINFORCING BARS 18" MATCH PRECAST JOINT ':j.1 CONG. DIMENSIONS SLAB SIDE WALLS 1 0 SEE DETA IL Al2 . . I I .. L _ .: ,.; I I J •: v 13# 6 " 4# 5 M . ACCEPTABLE V) 2# 5 �►. 7., t : .: .: , .: o. , :•:: CONNECT /ON k 11 W U ,� 1 V "STOP BASE - SECTION "Y" W a`" a o ? A TYPICAL BELL E TYP ICAL RUBBER G CAST FOR FLEX /BLE N° a:# LENGTH GASKET JOIN LENGTH ✓O /NT. I ' LENGTH N° a # I - -i� N /B MAX N° a # TOP HALF OF PIPE TDB N °a *- LENGTH N °8 # LENGTH REMOVED TO CONTOUR I I 7'- 4 TYPICAL LATERAL 14" / OF /NS /DE OF M.H. BROKEN 8" 8 # 5 4' 11 CONNECTION-7 6' -1 EDGES TO BE PLASTER- ED SMOOTH WITH - - - - MORTAR. TYPICAL OF ALL MANHOLES BELLS SHALL BE c�r� CAST INTO PRE- CAST MANHOLE - - BASE BY MANHOLE ` MANUFACTURER STANDARD TYPE A PRECAST MANHOLE 8" TO 21" (INCLUSIVE) FINISH GRADE I, I I- - u -'� � m ` � Q MORTAR DAM INVERT TO - PIPE MORTARED INTO BARREL OF M.H. I - 1 FOR AN ACCEPTABLE FLEXIBLE JO /NT _ _ _ _ ALTERNATE, SEE DETAIL BELOW. I BASE - PLAN TYPICAL CONNECTION DETAIL GROOVE FOR 48" M. H SECTION ---\ PLACE APPROVED PLUG FOR FUTURE PIPE SPRING LINE 2 "THICK _ _ - - - 8~7H/CK SLAB\- W IRE /NF PLACED 6 "M /N. CONC. COVER - METRO STD. FRAME 8 COVER CONC. ADJUSTING BLOCKS PRECAST SLAB DIMENSIONS 81 REINFORCING STEEL" FOR STANDARD TYPE C MANHOLES ■ 31'- 5d 15' -0 REINFORCING BARS 18" a� = CONG. DIMENSIONS SLAB SIDE WALLS SLAB 14' -7 40 *7 bo a o 15' -6 13# 6 5 =7 4# 5 14' -7 2#5 7' I I 2# 5 4' -3 6 # 5 45' -1 "B'OTTOM T 11 W U ,� 1 V "STOP "R" "X" "Y" "Z" a`" a o ? A B E F G J N° a:# LENGTH W8= LENGTH N_ a # LENGTH N °a # LENGTH N° a # LENGTH N° a # LENGTH N° a # LENGTH N °a *- LENGTH N °8 # LENGTH 54" 10' - 30' 6'- 6 7'- 4 12" 14" 12" 8" 8 # 5 4' 11 6 # 4 6' -1 18 # 5 4' 11 10 # 4 6'- I I 3 # 5 4' -11 4 # 5 6'- I 2 # 5 3' -10 2#5 , 3' -1 4#5 17' 7 G T END W1 7H 2 31'- 50' 6' -6 7' -7 15" 9#6 6'- I 22#5 7'2 3# 5 6' -I 3' -10 171-7 57" 10'- 3d 6' -9 7' -7 12" 84 5 6' -4 20 #5 7'2 3#5 6' -4 4 -2 Id 31'= 50' 6' -9 7' -10 I5" 9 # 6 6' -4 22 #5 7 =5 3# 6 6' -4 4' -2 18'-6 60" Id- 30' 7' -0 7� -10 12 9#5 6-7 20 #5 7' -5 4* 5 6'-7 4! -6 19' -5 31'- 50' 7'-0 8' -1 15" 10-46 6' -7 24 #5 7� 8 4 6 6' 7 4' -6 19' -5 63" 10' -30' 7' -3 8=1 12" 9 #5 6' -10 22 #5 7' -8 45 6' -10 4' -10 20'-4 31'- 5d 7' -3 8' -4 15" 1046 6' -10 24# 5 7' -11 4#6 6-10 4' -10 s 20` -4 66" 10'- 30' 7' -6 8' -4 12" 10# 5 7 =1 22 #5 7' -11 5 � 5 7'- I 5' -3 ` ' 21'3 31' -5d 7' -6 8' -7 15" 11 #6 7�- 1 26 *5 Y -2 5 *6 7' -1 5 -3 21'-3 69" Id- 3d 7'9 8�- 7 12" 10# 5 7L-4 244 5 8'- 2 5 # 5 7L4 5-7 22' -2 31'- 5d 7' -9 8' -10 15 11 # 6 7' 4 26# 5 B' -5 5 * 6 7 =4 5' -7 22'-2 72" Id- 3d 8- 0 8' -10 If' 10# 5 7' 7 24#5 8' -5 6# 5 7' -7 5' I I 23'- I 31'- 50' 9 -0 9' -1 12" 14" 15" 8" 12# 6 4-11 7L7 28# 5 4'- I l 10* 4 8'-8 6* 6 4' -11 7'-7 5-11 3' 1 23'- I 78" Id- 3d 9-8 9' -7 13" 15" 14" 12" 10# 5 5'- 7 d -3 30#• 5 5'- 7 12 4 9'- 2 6 # 5 5-7 8'-3 7� 3 3' -8 24 -11 31' -50' 8'-8 9' -8 15" 12 #6 6 #4 8' -3 30'#5 9'-3 6 *6 8' -3 7' 3 4 #5 24' -II 84 Id- 3d 9 2 Id -I 14�� 1005 7#4 Y -9 32# 5 9, -8 7 5 8� 9 7 11 6 5 26- 9 31 -50 9'- 2 10-2 �� 13 � 15 15 12 #6 8 -9 32 45 9-9 7 #6 8 -9 � 3 -8 26 -9 9d' Id- 30' 9'-10 Id -9 14" 16" 14" 10# 5 Y -5 26#6 10'-4 7#5 9' -5 3' -10 28' -7 31'- 5d 9' -10 Id -10 15" 12# 6 9' -5 26#6 10' -5 7#6 9' -5 28'-7 96" 10'- 3d Id -4 11'3 14" 11#5 Y -I 1 28' 6 Id -10 8#5 9'-I I 30' -5 31'- 5d Id -4 11' -4 14" 16" 15" 13# 6 9' -11 284 6 10'I 1 7 # 6 9' -I 1 36-5 102" 10'- 3d 11' -O 1 I'10 15" 17" 14" I I # 5 10' -7 32# 6 11'- 5 10# 4 16-7 32' 3 31'- 50' 11"-0 I I' -I1 15" 144 6 7#4 10'-7 326 12 #4 11'-6 8 # 6 Id -7 3'-10 32' -3 108" Id- 30' I I' -6 12L4 14" 12# 5 5#5 1 I' -I 36 #6 14 #4 1 I' -II 11# 4 1 I' -I 3' -11 34-1 31'- 50' 11' -6 12!-5 15' 17' 15" 14# 6 11'-1 36 #6 12'-0 9 # 6 I I'- I 3 -11 34' -1 120" 10'- 3d 12' -8 13' 6 16" 18" 14" 13# 5 12' -3 4216 13'- I 12 4 12'-3 4'- I 371-9 31'- 5d 12'-8 13' -7 16" 18" 15" 15# 6 5# 5 12=3 42 #6 14 #4 13' -2 11 � 6 12' -3 4' -1 37' 9 132 10 -30 13-10 14 -8 17 I9 14 16# 5 6#5 13-5 50 #6 16#4 14 -3 13 #4 IS -5 4 -2 41-5 31'- 50' 13-10 14-9 17" 19" 15" 16# 6 13'-5 50 #6 14-4 12 #6 13' -5 4' -2 41'5 144" lid-30' 15' -0 15 -10 18" 20' 14" 15*k 5 14' -7 40t- 7 15' -5 14# 4 14' -7 4-3 45-I PRECAST CONC. ■ 31'- 5d 15' -0 15'1 I 18" 2d 15" 12" 17#6 5' -7 6# 5 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 (OPTIONAL) „anwN �•�W BROWN AND CAI-DWELt CAREY AND KRAMER %_ �7 REGCMMFIVOE APFROVED APPi-OVE '�✓ l `� APPPOVED. ezkQfA ' ;CAI F Cr�EI:rcE �� �PF� _- -_- HIL E AND �NGMAN R W BECK AND A�SOCIATF� ,URMITTED - - esi n n sneer Metro ol�t n r. sneers � 9 E 9 G, o E 9 D - -- ProlPtr Fngnw r Me'�o�ol�+on - - - En sneers q Ch�Ff n .n �� � etr��,glitnn � K/ E_r��n.�.� G a RISER SHAFT TO BE STD. M.H. RISER SHAFT TO BE STD. M.H. STANDARD TYPE B PRECAST MANHOLE TYPE A, WITHOUT BASE TYPE A. WITHOUT "Y"BARS BASE 'X "BARS - 24" TO 48" (INCLUSIVE) 24" "R"BARS - :. L . , � MX "BARS BARS , G T END W1 7H 2 _ N —N " Z BARS METAL RING. SPI 0 v = o . j. SP /GOT L ENGTH t 2 "CLEAR 6 "MINIMUM � WALL OF NH. b'M /N 4 "M 1N. S IZED STL JOINT SLEEVE 48 N BARS 316 4 /-Y F FASTENED TO �re' � �� � �•' • - REVERSE WYE 2 "CLEAR OF ' BOTTOM FACE POUR CONC. TO o I J COMPACTED F /LL I OR ORIGINAL GND. F� -d—r� I ': .` I I � • � N I I 6 M /N. COI/ER i I DROP P IPING TO BE SAME SIZE AS INTERCEPTED I _ , SEWER I I _ PIPE MORTARED INTO BARREL OF M H. STANDARD DROP CONNECTION 72" TO 48" REDUCING SLAB 9 "TYP 8 "THICK SI AS W IRE /NF PLACED 2 CLEAR OF BOTTOM FACE-----\ 2 x , WW SLEEW AT PLANT CEMENT MORTAR PLACED IN FIELD ASPHALT JOINT FILLER PIPE �— RUBBER CASKET TYPICAL FLEXIBLE JOINT DETAIL 2 5,,80' 0 BARS 101N SEE DETA /L "T "BARS ✓ ACCEPTABLE R -4 ✓1. 00 J Q I ) W� 2 2 "R "BARS a� O PRECAST CONE OR VERTICAL SECT /ON SET . I N FULL MORTAR BED, 3" W BARS 3" "Z "BARS. TABLE GIVES REO'D I "Y "BARS STRIKE JOINTS FLUSH CIRCUMFERENCE LENGTH. LAP I „ „ "T" BARS SPACES 24d FOR ALL SPLICES. S BARS EQUAL SPACES NOTE WHERE T BARS ENCROACH A 4' -0 ON ✓T. SLEEVE, BEND DOWN AS ad VERTICAL SECT /ON # 5x /' 3 INDICATED 8 ADD LENGTH AS PLAN ACERS TE 6"TYP. HOOP SP READ. TH /S NO I Q 0 %. SECTION 2 ,QCSO APPL /ES TO STANDARD TYPE C MANHOLE SECTION T U"BARS. 54" TO 144" (INCLUSIVE) 2 NOTES I. WHEN CLEAR HEIGHT /NS /DE MANHOLE IS LESS THAN 7 FEET, PLACE ADJUSTING BLOCKS DIR- 6. METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RES /N COATING, PITT CHEM. TARSET OR 2 MANHOLE STEPS ARE NOT' REQUIRED. INERTOL PDX /TAR, l5 MIL MIN THICKNESS. 3. PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPA 102 47XCEPT WHERE OTHERWISE NOTED. CONTRACOR SHALL SUBMIT DESIGN DRAWINGS FOR APPROVAL. 2 "rn° 4 ALL JOINTS EXCEPT PIPE JOINTS., SHALL BE MORTAR FILLED. MORTAR SMALL BE MADE OF ONE PART PORTLAND CEMENT AND ic4 �a F. w� "� BARS ONE AND ONE HALF PARTS CLEAN MASONRY SAND. C� of W4syi �o 2 5. ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEX/BLE ���P� �`- ° of JOINTS PER TYPICAL DETAIL. - Z ■ a� O PRECAST CONE OR VERTICAL SECT /ON SET . I N FULL MORTAR BED, 3" W BARS 3" "Z "BARS. TABLE GIVES REO'D I "Y "BARS STRIKE JOINTS FLUSH CIRCUMFERENCE LENGTH. LAP I „ „ "T" BARS SPACES 24d FOR ALL SPLICES. S BARS EQUAL SPACES NOTE WHERE T BARS ENCROACH A 4' -0 ON ✓T. SLEEVE, BEND DOWN AS ad VERTICAL SECT /ON # 5x /' 3 INDICATED 8 ADD LENGTH AS PLAN ACERS TE 6"TYP. HOOP SP READ. TH /S NO I Q 0 %. SECTION 2 ,QCSO APPL /ES TO STANDARD TYPE C MANHOLE SECTION T U"BARS. 54" TO 144" (INCLUSIVE) 2 NOTES I. WHEN CLEAR HEIGHT /NS /DE MANHOLE IS LESS THAN 7 FEET, PLACE ADJUSTING BLOCKS DIR- 6. METAL SURFACES OF THE TYPICAL FLEXIBLE JOINT ECTLY ON THE REDUCING SLAB. WHERE CLEAR NOT PERMANENTLY EMBEDDED IN CONCRETE SHALL BE HEIGHT IS LESS THAN 3 FEET, MANHOLE SHALL BLAST CLEANED AND COATED WITH 2 COATS OF COAL BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. TAR, EPDXY RES /N COATING, PITT CHEM. TARSET OR 2 MANHOLE STEPS ARE NOT' REQUIRED. INERTOL PDX /TAR, l5 MIL MIN THICKNESS. 3. PRECAST VERTICAL SECTIONS SHALL CONFORM TO CPA 102 47XCEPT WHERE OTHERWISE NOTED. CONTRACOR SHALL SUBMIT DESIGN DRAWINGS FOR APPROVAL. 2 "rn° 4 ALL JOINTS EXCEPT PIPE JOINTS., SHALL BE MORTAR FILLED. MORTAR SMALL BE MADE OF ONE PART PORTLAND CEMENT AND ic4 �a F. w� "� BARS ONE AND ONE HALF PARTS CLEAN MASONRY SAND. C� of W4syi �o 2 5. ALL PIPES SHALL BE CONNECTED TO MANHOLES WITH FLEX/BLE ���P� �`- ° of JOINTS PER TYPICAL DETAIL. - Z AS CON STRLXTED DATE MAR. 1969 SOUTH INTERCEPTOR SECTION 2 F„E_R 216- RENTON SYSTEM SANITARY SEWER MANHOLES OCT_ 1967 DATE. _ Fss �/S T E��"����v /ANAL ENV DRAWING NUMBER c•r- 2 "HE El NUMBER 2 -- OF J- l 72" TO 26" REDUCING SLAB 48" TO 26" REDUCING SLAB METROPOLITAN ENGINEERS M U N I C PA L I T Y 0 M E T R 0 P I 9--/L TA N S E A T Lj� „anwN �•�W BROWN AND CAI-DWELt CAREY AND KRAMER %_ �7 REGCMMFIVOE APFROVED APPi-OVE '�✓ l `� APPPOVED. ezkQfA ' ;CAI F Cr�EI:rcE �� �PF� _- -_- HIL E AND �NGMAN R W BECK AND A�SOCIATF� ,URMITTED - - esi n n sneer Metro ol�t n r. sneers � 9 E 9 G, o E 9 D - -- ProlPtr Fngnw r Me'�o�ol�+on - - - En sneers q Ch�Ff n .n �� � etr��,glitnn � K/ E_r��n.�.� G a nr M.��OG��I�'! - Er��rc -er.; Fos Murnc�pol, +y r• r�n,.r.,,r,ol� ton .�.;�� f NO SCALE SCALE AS CON STRLXTED DATE MAR. 1969 SOUTH INTERCEPTOR SECTION 2 F„E_R 216- RENTON SYSTEM SANITARY SEWER MANHOLES OCT_ 1967 DATE. _ Fss �/S T E��"����v /ANAL ENV DRAWING NUMBER c•r- 2 "HE El NUMBER 2 -- OF J- l MH R /l-1 STA OfOO N. 2/5,00_0.00 E. 1650,000.00 STA ROIL 40 STA // /f00 N. 193 000.00 E-1663, 000.00 250 S /2N S D 12" w 12 of 6" G E 250 iu►uu r�s �au.uu l.�w� x x x x 20'- 18"X24 CMPA ^— 0 • ® B2 DATUM NOTE SYMBOLS WORK TO BE DONE SEWER MANHOL E — NUMBER, S 7 RON, 8 COORD /NA TE CONCRETE ENCASEMENT OR JACKED OR TUNNEL ED CROSSING COORDINATE (COORDINATES 61 BEARINGS ARE BASED ON U.S. DEPT OF COMMERCE, COAST 8 GEODETIC SURVEY, LAMBERT GRID, NORTH ZONE NEW DESIGN CONTOUR EXISTING WORK SAN / TA RY SEWER B SIZE STORM DR41N 8 SIZE WATER L INE 8 SIZE GAS L INE 8 SIZE TEL EPHONE CONDO! r ELECTRICAL CONDUIT CENTERLINE OR SECT /ON L tNE PROPERTY LINE OR R W LINE TEMPORARY EASEMENT LINE CONTOUR LINE CURB B GUTTER CONCRETE PAVEMENT (EDGE1 ASPHALTIC PAVEMENT ( EDGE) EDGE OF TRAVELED WAY (UNSURFACED) RAILROAD, SINGLE TRACK RAIL RDA D, DOUBLE TRACK FENCE R/ VER OR CREEK CULVERT - L ENGTH, SIZE, 8 MA TERIAL (HEADW4LLS, IF APPLICABLE) OUTLINE OF EXISTING INSTALLATION MANHOLE INLET OR CATCH BASIN FIRE HYDRANT WATER METER BOX VA L VE UTILITY POLE GUY WIRE DECIDUOUS TREE EVERGREEN TREE SOIL BORING B DESIGNAT /ON SURVEY MONUMENT OR PERM. BENCH MARK ANGLE POINT OR HUB SECTION CORNER %4 SECTION CORNER /00.00 EQUALS .O.00 A4EA)V' SEA• LEVEL U. S.;C. 8 G S. -1929 (1947 AD✓) UNLESS OTHERWISE NOTED GENERAL STRUCTURAL NOTES GENERAL 61 SCOPE. THE NOTES AND DETAI LS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT. f. FXCEP WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. 62 APPLICABLE SPECIFICATIONS AND QOPES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ITIONOFTHL NiFOi�MBUILDING CODE UNLESS RESTRICTED BY THE FOLLOWING NOTES OR DRAWINGS OR OTHER APPLICABLE CODES. G3 ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PMRITY DESIGN- EVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR SURMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY THE ENGINEER. G4 CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRU U S; DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY BRACING AND BALANCING WHEREVER EXCESSIVE 6ONSTRUCTION LOADS MAY OCCUR. CONCRETE Cl APPLICABLE CODE. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION ACI U D ING CODE (AC 1318-63). C2 RE -STEEL DETAILS. ALL DETAILING FABRICATION AND ERECTION OF REINFORCING BARS UNLESS OTHERWISE NOTED SHALL bE IN ACCORDANCE WITH MANUAL OF STANDARD PRANCE FOR DETAILING RE I NFORCCD CONCRETE STRUCTURES ACI -315 LATEST EDITION. C3 DESIGN STRESSES A. CONCRETE 3 000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS B. REINFORCING STEEL TENS ION DUE TO FLEXURE, INTERMEDIATE GRADE - 20,000 PS C4 CONCRETE COVER. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS WITH OF ONE BAR DIAMETER. A. CONCRETE CAST AGAI NST GROUND - 3" B. CONCRETE TO BE IN CONTACT W I TH SEWAGE - 2-112" C. CONC RETE ON EXTER I OR FACE OF EXTER 10 R WALL - 2" D. CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER (1) AT BARS GREATER THAN #5 - 2" (2) AT BARS #5 OR LESS - 1 -112" C5 DOWELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS WITH ICE( THEY ARE LAPPED. C6 BAR SPLICES. ALL BAR SPLICES SHALL Br LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH OF LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER. C7 STANDARD HOOKS. BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE REQU I REMENTS OF PAR. 801, AC 1318-63. C8 CHAMFERS. EXCEPT AS OTHERWISE REQUIRED EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3 CHAMFERS. RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS. C9 CONSTRUCTION JOINTS. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL OF TFEENGINEER, RTIGHT STRUCTURES PVC WATERSTOPS SHALL BE PROVIDED IN THE CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DPAWINGS. M - LOAD RCP DESIGN ASSUMPTIONS 11. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN IN ACCORDANCE WITH ACI CODE. 2. LOAD FACTOR K ° 1.8. 30 +M DENOTES TENSION ON INS I DE FACE. 4; +N DENOTES AXIAL COMPRESS ION. 5. V c ° 4,000 PSI MIN. & 6s000 PSI MAX. 6, fy -40,000 PSI . T. STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR, 8. EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 9. CROWN OF PIPE SHALL HAVE SAME AMOUNT OF REINFORCEMENT AS THE INVERT. 10. CIRCUMFERENTIAL STEEL SHALL HAVE ONE -INCH MINIMUM COVER. _ 11. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE -STEEL ARE USED d USED IN DESIGN COMPUTATIONS SHALL BE THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP. 12. PU SHALL NOT EXCEED Ph AS COMPUTED BY THE AC I CODE. 13. OAS DEFINED BY PAR. 1900, AC 1318-63 SHALL EQUAL 1.0, .72'r 24K r— r I I II JOINT P sEE rA,BLE /LOADING �3LOcK suPPORT 5LoCK L OA D //VG f3LOc.K suF1,!=o,4r BLacl SHEAR TEST N 0 SCALE -14 @ /Z ",4L[ gLouN/� #6 � /oof's e 12* , 1Z if , 1401ES , 12 .11 I.O. rrPF- r-olecrS LI'mwi. D/V 6c-Cr/ON s105 M - K, Al- KIPS 60T M- /C ' _ A/- K /PS 12„ M85 _6,5 /017 B,5 0 '72" M 95 —9.5 /2.0 9,5 O TYPICAL CORMER BAR EXCEPT AS /t/OTE'p ON 49W6s. �1 FI W�&"JWA 'i 57zr! " - !, WZA, !, FNA' Arom m "'5 moops @ 6 "c/G L INS /DE FACE RCP #¢ @ /2„ CLOSURE DETAIL NO SCALE 4 ­71 3 PLY /_5 ROofIAVG FELT GOId APPLiEP A_17PIlAL7' RCP WOOD F/L LE 7 _4 -- lol Fk7 PL YWOO4 ,SP /,CAE TO MAIL W 112d GALV N14/L-5 P. It- BULKmEAD TO P F TEMPORARY BULKHEAD 7 N.0 SCALE TYPICAL CORNER DETAIL VAR 24 PIA. OR F/LL /At G OF JOIN 7- QEQp - �"`- %2 �iVSIVE F,4 cE OF,G11-2,6 W/!EN SPACE EXCE'EOS �2" QUBf3E�2 GASKET <' NOT s1-/OWN) TYPICAL RCP JOINT 54' INCH I.D. AND LARGER WALL t _. to 9 f 1 VERTICAL CONST, JOINT HORIZ. CON ST JOINT TYPICAL CONST JOINTS KIC) S r A l F TREAT rfl /5 A!?EA OR A� ,9A ,/ 5F7"WE,EAI Z5_ Sa WI ZIl GA SOL C AS CONSTRUCTED DATE MAR.1969 N C. 1 R F �V our) cr 'ID Cr r Z FS+ f5 T CAS T E R S��NA L � ssIONA L Env\ DfsIcNfn �%y [>RAwN 5'ES E:HFCItED_ FW__ METROPOLITAN ENGINEERS BROWN AND CALOWELL CARFY AND KRAMER HALE_ AND INGMAN R W BECK AND ASSOCIATES M U N I C ,PAL IT Y O F M E T R O P O I TA N S E AOT T L �,f R 218 °- R EN TO N SYSTE M SOUTH INTERCEPTOR SECTION 2 GENERAL NOTES AND SYMBOLS MISCELLANEOUS DETAILS r,r+� �r�c NUMBER CZ 3 UBMIT T E D __ - _ __ � BMIT Engine D- r MelropolitanEn ineerS 9 _ , RECOMM[ NIT D _. -.. __ /' Pro r[, n I F queer - Melropolrton En9meere pPPRDVE U �j_ - - Chief Eny ne r -M tropoi ton [ny nters APPROVED D �- � CAL/ _ / or Mc rvpv�iton Enyrneers 11f F'kOVE fl for Mur cryn� +v of Mr+r. -poi tun ;er `t'e r,faLI NO SCALE �,o,f OCT 1967 - - - StIEFT NUMFSER z - `� Of 7 0 i SL18SEQuEN7 BACKF /L C 51-1ALL BE GL A S S ZY LIB I L ES•S OTNE/?W /SE �1/OTE� IMMAL &ACkFILL S<IALL BE CL ASS Yl UNLESS 079eeW 1 SE NOTE19 CL Ass -= SAC ZrIL I- EXcEPT TYPE k MATERIAL SNA L L BE USED 11 l flAf. W/l7Tf/ w 0. Z7. t 2 f 2.0 f/ J eOAP ttES71479AT(CAI WfIERE REQUIRED TO 94PLACE EX /ST /NG PA V/NG BAC/CF /LL TO SE CON RACTED /N GONTAGT W /T!•1 ,UNO /STU2F31Erd _ _ rZFAI C Al WA L L S /,OE SL OPE 70 BE DETERMINED BY CON TRAC roiq TYPICAL UNRESTRICTED TRENCH SECTION NO SCALE p /TG<I OR CREEK R'ESTO�A T /ON /20° /000 los/ cowc- BEDpING UNL E 55 OrhHE47W /SE NOTEO hl - ,0EPTN OF EXCA VAT /ON ,BELOW BED O /MG A5 5AIOWAI ON 7-AI,E F40F /L E SEE PLAN AIV10 /OAP`V/N6S ROCZ 61-A /ICE T- iiiu." 5PA L L S /C e E1160' 6 0 J oo�0000 o�e6o ° °°O�� / I�L oeva o °p LASS $ BA GA 47LL o111 �� 0° �.y ° opoov ° oOs • op o o• i U CLA55 Yt SUBSEQUENT 6[4CkFIL L P R 0 F I L E NO SCALE Tzl&vc# SUPPORT SYSTEM WMERE NECESSARY 5U65EQ UE,VT ffACkf /L L SAIA 14 BE CLQ55 M- UNLESS OTNER/N /SE it(Ori5P �- R'OA P RES TORA f /dN „i: W96RE RE0LW?Ep 1j1 =1j1z TO REPLAGC EX /ST. 111 i Il 11r PA VING Ill _111 c 111 2 i =u1 =111 Ill = 111 =lit =1j1= III 111 =111 x111= � WI TIA L &AC,KF /LL ,$"It BE CZA SS f UNLESS OrgERW /SE NOTED _ /? O It /ODD PS/ CONC. BEOD /�S/G UiVL ES5 - _ _ OTHERW ISE NOTED TOE PENE T-QA T/O N 601V 0 BQEA KE!? AS NECESSARY TO - - 54/17' G ROUND cower /r�o ws .- - I &MAX. TYPICAL VERTICAL TRENCH SECTION NO SCALE -"4 E. :111. %-- ToP *40 /2 /Zr MIN ° -IfuuV /-.>I L GJ/vC. l 120° BEDDING NO SCALE (TyP) V ,� OM X: W/2 OFYAF�VC 3- O P/ - OAP /G1,41AJ C�PEFk BOTTOM , EXCAVA T/ N OK CREEK BANk #4 a 24 O.C. / 00) 00 Oa.,O Op b,o• se 0bC•p( [•[ 6e[n O['.rla f QQ ` a / O p a .00 c eC oU r o aO d' w 6° .• 4,• Sy'O. +;o °•'e (✓/ --7000)0t5/ GONG. =!1= ul � CZ 45LAA/&,t7' SPA L LS !!1 �i/ J CL ASS IT SUBSEA UFNT /2N/IN- L/MITS OF T�PfiVCN BA CA: F/ L L ,&XCA VA T /ON - -- ?•,11 Il ly =1u ----CLASS -7M ImI TIA L BACK-JI•ILL .STQA /c#T G /NE CLlT , _ TlrIC,�C�iIESS Or EX /ST. EXIST COAfC_ PA VEMENT t 2'• PA VE1yEN T � wit • /2" -' � , ' • /2'' �A Lr / /�` OPEN /NG /5 MORE OPENING /S LESS 7</A N 4' - - T//AN 4' g op r0" N%I/V. TOP Ei 13A SE COURSE TYPE A ROAD RESTORATION NO SCALE Co EJf'fST. OIL N1�4 T NEW SURFA CAVO _ OR (;RA VEL �V �7- - EXIST. '67ZAVEL `-'� ` �` M /N. TOP BASE _ BASE M /N. C44 I,QSE . TYPE C & E ROAD RESTORATION NO SCALE ,EXIST. GIZAV j"` BASE MIN COUQSE TYPE B ROAD RESTORATION NO SCALE /000 rsI cl Nc. NO INTIAL ,BACkF /LL WI-IRRE STA 53107 TO STA.53 +57 STA.37t64 TO STA.38t34 ENCASEMEIV T /S SHOWN I nl- ulcll, = I�I III Ill !20 °COit/G_,gEl7p /NC UNLESS 2 111 Ill c 111 lit = � Irl= 111 III -al�in TYPICAL SECTION III �,; j = 111 —ul _ I =111 _ ►; i n ENCASEMENT • NO SCALE N (UNDER u ��,,, ?11 =1l NO SCALE DITC H OR CREEK RESTORATION M U N I C PAL I T Y 0 F� M E T R O P 0 I TA N S E T T L FILER -_21.8 DESIGNED LM METROPOEITAN ENGINEERS j DRAWN _,!5:FS BROWN AND CALDWELL CAREY AND KRAMER �, _ SUBMITTED _ RECOMMENDED APPROVED GPPROVED ° _CALE ��/ /�/. 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Z7. t 2 f 2.0 f/ J eOAP ttES71479AT(CAI WfIERE REQUIRED TO 94PLACE EX /ST /NG PA V/NG BAC/CF /LL TO SE CON RACTED /N GONTAGT W /T!•1 ,UNO /STU2F31Erd _ _ rZFAI C Al WA L L S /,OE SL OPE 70 BE DETERMINED BY CON TRAC roiq TYPICAL UNRESTRICTED TRENCH SECTION NO SCALE p /TG<I OR CREEK R'ESTO�A T /ON /20° /000 los/ cowc- BEDpING UNL E 55 OrhHE47W /SE NOTEO hl - ,0EPTN OF EXCA VAT /ON ,BELOW BED O /MG A5 5AIOWAI ON 7-AI,E F40F /L E SEE PLAN AIV10 /OAP`V/N6S ROCZ 61-A /ICE T- iiiu." 5PA L L S /C e E1160' 6 0 J oo�0000 o�e6o ° °°O�� / I�L oeva o °p LASS $ BA GA 47LL o111 �� 0° �.y ° opoov ° oOs • op o o• i U CLA55 Yt SUBSEQUENT 6[4CkFIL L P R 0 F I L E NO SCALE Tzl&vc# SUPPORT SYSTEM WMERE NECESSARY 5U65EQ UE,VT ffACkf /L L SAIA 14 BE CLQ55 M- UNLESS OTNER/N /SE it(Ori5P �- R'OA P RES TORA f /dN „i: W96RE RE0LW?Ep 1j1 =1j1z TO REPLAGC EX /ST. 111 i Il 11r PA VING Ill _111 c 111 2 i =u1 =111 Ill = 111 =lit =1j1= III 111 =111 x111= � WI TIA L &AC,KF /LL ,$"It BE CZA SS f UNLESS OrgERW /SE NOTED _ /? O It /ODD PS/ CONC. BEOD /�S/G UiVL ES5 - _ _ OTHERW ISE NOTED TOE PENE T-QA T/O N 601V 0 BQEA KE!? AS NECESSARY TO - - 54/17' G ROUND cower /r�o ws .- - I &MAX. TYPICAL VERTICAL TRENCH SECTION NO SCALE -"4 E. :111. %-- ToP *40 /2 /Zr MIN ° -IfuuV /-.>I L GJ/vC. l 120° BEDDING NO SCALE (TyP) V ,� OM X: W/2 OFYAF�VC 3- O P/ - OAP /G1,41AJ C�PEFk BOTTOM , EXCAVA T/ N OK CREEK BANk #4 a 24 O.C. / 00) 00 Oa.,O Op b,o• se 0bC•p( [•[ 6e[n O['.rla f QQ ` a / O p a .00 c eC oU r o aO d' w 6° .• 4,• Sy'O. +;o °•'e (✓/ --7000)0t5/ GONG. =!1= ul � CZ 45LAA/&,t7' SPA L LS !!1 �i/ J CL ASS IT SUBSEA UFNT /2N/IN- L/MITS OF T�PfiVCN BA CA: F/ L L ,&XCA VA T /ON - -- ?•,11 Il ly =1u ----CLASS -7M ImI TIA L BACK-JI•ILL .STQA /c#T G /NE CLlT , _ TlrIC,�C�iIESS Or EX /ST. EXIST COAfC_ PA VEMENT t 2'• PA VE1yEN T � wit • /2" -' � , ' • /2'' �A Lr / /�` OPEN /NG /5 MORE OPENING /S LESS 7</A N 4' - - T//AN 4' g op r0" N%I/V. TOP Ei 13A SE COURSE TYPE A ROAD RESTORATION NO SCALE Co EJf'fST. 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Z) qC _ -- - - T$ 8 4 PLACES \• � N 1 / ttr /0 /F) V V I SEE SCHED. - S #00P.5 (7.1 ¢.O_l. 0• - � � - CooR,o x x-- �xz x x -- -x u -_ _ _x �� - - - -- - - -- - _ STA Co 9� 50 I I �B 39 Y1 7S� /21 Q `n+ yp -4 o i �pp s"yF j S O/ 94.3 ZQ W �" � 80 h'`AVE S. in 4nD l - 9 f3oT, �U TOP PLAN — EX /5 T�ivG 6 � T2s� -,DE WEL L /�A �Pk /NG I o °/4 4/ �2 - -\ SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10' 51EM T [oT SCALE= /4'= I� - 0 z ¢ %� • A EN �r t -- - -- - - - -- - - -� - -- -- - - - - - -- 7� WAIII - - - - - - - -- _ - � - •+ � _... � - �_ -- -- - - - -- � _ _- - -- �- . I 5E row 2� 7 SCALE = 1/ I - 0 -I -- -- - - - - -- - - - -- - - -- - - -- - - - r - -- _ - - - - -- - - - -- - - -- - -- -- -- - _.. _.._ _ - ._ .. _..- -- -'- - - - - - - -- -- 0C/NG SC 413 , I -- • , t - - 1 - - - - - -- - -- - -- - - -- - - - - - r. - QAMC --ovL-",C -- -- ; -- - - -... - - -- -- - - - - -- - -- - -- - - - - - - -- L r - -- -- - - - j - - -±- - _:� �C 5EE 0 Cr• 3 - - - - - -- - - -- -� -- - -- - -� - -- - -- -r - - - - A /3 �Z 5 3 1Z -' 12 RL-'A _ -- x G - O {{-- > _.. ... �. dip L A ND U A / w - - -- -- - -- - -- -- - - - -- - - - - - -- -- -- - - -- - - - - - - - -_ _ -- - _ - -,� -, _ u w a o � � itr Z p ,� A• . - - - -- -- -- — -- -- -- - -- — -- — — — L — — — -- -- — — — — — - -- — — — — — — — — -- — — — - -- — -- — -- i -- t �N 8 /Z n� 1 -1 4 PER SE r I _ s � -- -� - - - - -- -- -- - - - -- - -- - _ - - - -- - -- - -{ 6w h /p - -L - E ! 7 NA L E - 5 -- - - -�- -- — - -- ..- - - - -- - S T I 0 N Wq - ; -- - - - - -- - - - -- - -- - -- } -- - -- - -- - - - - - -- - - -- - - - -- - - - ; - - - - - - _ � - - - - - - - -- t- -- -- -- - - - - - -- -- - -- - - - - - - - 4 - - -- ; _ -- - - - -- -- _ - -- -..: - -- - -- - - - -+ " - - - =r - __ � - -- _ - -3= - -- - - -.. - _ __ - -1 -.- -- - - -- -- SCALE 3j �� _ I - 0 `a o TYP -- - -- - �- - -- - - - -- - - -- - - - - -- -- 5CHEDULE O F ANGLE- STP.UCTUZE 5 o o A, - -- - - - - - -- - - - -. - -- _ - -� - -- - - - - - -.. - - — - - -- + r j + 5 YM, fQR RE /NF -� F� �, 4, --� — - -- - - -- - -- -- - - - - - - - -- -_ -. . _ _ _.. 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RE40 ss v� _ —+-- - -- - -- - - - -- -- -- -- - -- — -- - - -- - -- -- - -- - - -- - n �Q I Lass 7 N 0 5 3 - o � Nagy �- - - -� - — _ - - - - -- S E C T I 0 N 7 3 s To 6 5 ° 4 '- 0 8 °10 — - - -- -- -�- -- -- -- — - 90 :J illt 3 ,�_ � (, 70 8Z -0 9 J 7 0 7 / 7 2 73 74 7 C, SCALE: % -1 -0 82 ° To GieEATER (. = o /O 0 '& DRAWING NUMEsEk DESIGNED — ZMM�o- METROPOLITAN ENGINEERS MUNICIPALITY O F M E T R O P O L I T A N S E A T L FILL R- 218 -o R E N To N SOUTH INTERCEPTOR SECTION 2 D 3 , PRAWN BROWN AND CALDWELL CAREY AND KRAMER > LL - >C;AIF SYSTEM LAN &PROFILE STA. 55 +5 TO 75 +56.3 ,FLEET NUMBER T PLAN 0 2 �JBMIT F — 12L— r ( — r L fF - JMM[NUE D _ � � -Y�L� APPROVE C !+F'F'ROVED APPROVE D CHECKED 67-7 see pwco G SOTTO M PLAts� Y4 _ I —a go Slee NOTE \ t T 2 "e r-.kCP SNZ'E TD WG TOP PLAN SCALE V I/ _ y '- O DATE BY CHECKED APP VED JOB N0. -32�4-Aol�2 T �3 S'E'E 1.16''CL Q. _ o NC V5zv=Y 31 N Gz c? \z lew SECT 10 N = SUPT S c At.� -iy% = I / -n NOTES; S <R V �T V R E S C7l�c AW 1 U Co 7 AS NOTE -�� 2• PRoV�1 L7ti � LLN6T� O`F 36 �� 1�� AST M C- ?rm CI.A�� V7 RCp W 1TW A W Al-'E--R `� \ G %v � 't3 V `tc Y•c AT7 A S S�AOWV1, 3 , F OVIt CO N''C R A(Z"'C =)T-X AW \ N G S METROPOLITAN ENGINEERS SEATTLE, WASHINGTON AS CONSTRUCTED DATE MAR.1969 TITLE SoUTSN \1JT_RC�P`t0`R SECT, MOD �'F \CATIONS "t-o t-A\A N=k- P0 A-% SHEET NO. SVP 1 67-7