HomeMy WebLinkAboutzS-0719SetW
,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
SCNEOOCE J, BRYI✓ •UP •UP F-f'UP SUP �} UP •UP •UP EA TMF/
MAWP, - BOE/NG RewdO
TRLNL", SEE O� 3O /- i /_ MH ROZ / BOf/NG CO JECUR /TY fENIE RCLOIATE UP t TIP /HN R024
i� ® R �Z STA Z�J71B �TEMPORAP /LY AS SHOP /N,gNO REPLACE . T� • W + µ. TA /3 6541
f ZO'TEMP N _B00.3/ _ �PoLLO/YiNG CuNSTRUCT/ON FkS REOV JS' TEMPCONSre e"T .rEE SPECN+G caysmZ ? ,,
..-f.µ CGNfTK ESMT EL660, 7Z4 11 NORTHERN PAGI FIG RAILWAY r/Z'ReN eS r NpTEJ w G� t � /L/660T33. 05.
P
N4+MMMN+µH- -MM.Hp -_ L
RQ/ o2 /L O' • c - "'.} 131 kFERM EJM
N O'3 F— - '1 44E
- LT 32 � T _ 629 _— - - -t NO� may_ �n
k HYD. WlTER MH i) 1 I U ' .5 �-NATCR K1LYE
✓r .:`rl 5 �/l IC SEE JFtC /AL NOTt CONSTP TEMV HATL.PL /NCS Q l� I�
.� / Y1 APFZ / CABLE TO TH /SAPEA. "�
_ . �ogV .h[ti IS S tom_ 6,FE[gC. NYO LV/R/64CONJ/L' I �,pONO/�sETEMB
> -- IO "COA/ V • uo . Jv • uP / / —8 "CJ S- _ F£LOCaRCPt/u PO
C�A!p - O l / TL C.E REPL ACED. 4
BOEING COMPq N1 I'AFKIR ^' 4 'UP UP • • P
lSTR ✓ter /L �ZS` C co
V , t'4YD. �f1L
31.sg T4' T1i,i 1
LA
-
S
Z
F F
90
ANN�HE
__-
t_._
_-
-._
-
-
-
PorOO
1
J�GJy
/.DO
1.00
Sr00
4FO0
S /[Ri
6/OO
T /00
.9'010
9FG0
/2/00
/J100
/41Gd
//r
00
NOTE dEf JPfC /AC CONJTK N0rE5 F ✓H �R02 -S SPEOAL NOTE: SEf SPEC /AL CONJrR AlJTES - /jpE PRORCTION AAC /L /Y /ES
TCMP RV r/F 2 /rJL$ /1 APPL /CABLE TN /S A4EA. /
—�` 4PPVCASLE TO TH /S gREq. SNALL BE KENT /N. rReeAT /ON'
Y,.'1 - �4 ¢a SEE.VTZCN/9F �N B44> / fPOTECT /ON FENCE SHALL 6/
i • UP NOT<NO S- ,aa-' 660899./0 % CONSTRUCTED.
P /PC CUKUE DATA \ NORTHERN "PACIFIC quob CAI,
_
O 4 03'34 — \ RAILWAY
R /4 a.Od
NORTHERN PACIFIC RAILWAY c e99.46 � �Q//(/ M\ J' EMB
I r
} d J6 r2 50 ' b l AYJTR ESMT / o
N �JJTfMP <GY1TP. '= U�� Q•4'C :��� a c NUxq'
Y.
/6R`RM.r oN4L N-
V4
T H3I ..1�rr <PLP F1 4 / TRANS / m
ffi w3U 6-STN. f�GKgYEL1
OB6 al O 4'O /'jA' n FIRE PVMP TIP. yam.
�_
/...•� �.; �FJZb S41 4 fe -UP MH/ A ?e9 / >. FS /d/�39��, P U•�• NSTK 91 NO. ESMT x PIPE CURYC A9TA�� W000
UP I I TnuK `�N dy2j y 3J..T�
-
C GE B/9 Rf /EZ� "LTf'SPfC CLN:fT.f N /dA 140.45/ - dd.. ~}A"'a �' c:.zTX.RMP ✓/FTEA'UNFS Q`! _ ' =LL _ -4- 6/250 TEYF <OgST,P
J3 O„ A �i40J£ M2 Z Ey 660761 %B i UP _ .�.. RA1 vm- ,err -nm,r ___�
\ - sa �/ \ �•�
rfd.%Ni'O Q'iL'/.NG CO✓5JX 1� N/&5�099.L2
%S' TEh'. 2.r Si,f E ✓h'/ -- SNP CONSTK F /N_P_ 1 �� i] �N62 -,I ./l., W FSMLFENCE -� I f/,66%22/?T 1 RAG
Sn' /3 36 E Ja Qf,PPLO. TYq 6Pc'ACEJ reMa[aT6,CLPLACe _ Y �
c ES le, e
F e CP CNADL£
RC
4 -
J
c
L
- -
=:T
-
M
RO'2 S
a
-
`
-
6.59
AE
MUST
RULTIM
22,00
/c'lJ /SrOO /6,00 /7 /QO /BrOQ 191OG ZO'OO Z /FOO
2J100
2400
25,00
S HEDU
I 2 7ra,
_„x, _
ROJOLITAN ENGINEERSgLVER
one l veu w w -c. soc •IES
MUNICIPALITY OF METROPOLITAN SE TTLE
6,R202A
RENTON
SYSTEM
EASTSIDE INTERCEPTOR — SECTION 2
STA. 0 +00 TO STA. 27 +50
p101U I.
.uuw fvue
t__ S-
>(L
' HORIZ. I = 50
v R I• =zo
FE6
.• «
s zz
M
t V
,S�fC /,4L NOTE •' SEE ,SPEC /AL CONS rrR.. tiOTG=S I'. 1 q o
,4R30Z 1CABLE TO Thi /S A1f'E,4 . 1J 03 %/ 'k I oPJ o °F WQ y�
F /�E'E P�PDTBCT /D/I / • L/�° �� �o
F*e1- Z1T /ES �S1/ALL • UP Z + Of 111 110 • UP MH 1117'02 8 -
ON°E�PAT/ N /N 4- Z6D78.59 STA 39 f 2 5, 60
_N /85, 099-62 N /8S, 904-37
S3 TEMND E/, 66Z / 74 - ¢ 3
E/66/, 221-77 CGW�S'T,P FSMT. SEE �S"PFL /SIG , '
,�o�ri��N P.9C /F /C RA /L!1/�4Y I 16•ME�Ti�1T CON`STiP /I/OTe G
o- ___ ----
_� - - - --- - - - - - -� - _ x —x - -- �- x - - -
_ - N49 06 29 E
x -� x
�- e,973--2-8" 1� TTT r.-, X: x - x - — X- - - - - --
X x " / t //y TTrtTT1 -1 Tf1Trr ITT�I f 7 TTTS� rTTT fTT TTTj rc { rrTT I T r x x X -- --- —X -- _ - -7t = -- X - --- - — -- - --
TTTTT rTTi" TTT* ' T 1- 1 -TTTTT - X
-} /{ /� TTrITrT T'f'TT1Tf TTTCTf rrrrrr 'iTriT! - � `
�/�6 �--
�
/0 _ - No E /�1T. I • UP s_ -�T -�T'
F /�'� C I �E'w01t/S s -
%ii �V/ 1 �L o� i r I / %� /� �Z - 7 I O`C / y O / /p0 C O _� �rtrrrr TITT rT T� TTTT tTr� 1 �1-Lll
/I/�V 49 AY � O
>< STA J2 " 6 3.2 D i �� ' �,,U/'- LA/�E
TFMf' .Pt`LOC N2�Vi lE Fr?� 1!2litCs'T.P N /8S, 4' 70.74- " ''�,,�` � �►
. , ESMT TO BE �P/=�/AcEO. x E/66/, 6 73.6 UP -�-
_ , R/L ISfE �S�°EC /.4L CD/ffST,P NOTE S
--
- --
- - - - --
I
---
-
-
- --
-
-
--T
--
--
-
-
-
31 2
-
--
-
- - --
--
-
- --
-' -
-' --
_
- --
-_
- --
- - --
ZS
/30
F O
rz-
fit
-
--
-
- -'
-
--�
--
--
- --
- - --
-
- - - --
- --
- - --
-
T
- --
-
{- --
-- --+-
- --
-
- --
- - - --
- -- -
- -- -
--
- - -i—
--
- - --
- - --
-
- - -_�
—
- -
--
—
- - --
- --
- - --
- -
T-
-' --
-
l-
--
- -
--
--
--a--
- --
- -- -
- --
- --
--
- --
- --
- --
- - - - --
--
- --
-
- - --
-
- - - - --
--
ZBfUO 29 tJU 30�OU 3 /fDU 3Z7, 00 .�3 t00 �i4t00 35tJU �3GtOO .J71U<J 38� 00 �39tGIQ ¢U�OQ 4 /tU4
,SPEC /AL N1 /OTZ :- JZE ISRl__- -C /AL CONJS7X -'. NOTES
AN°PL /C.9BL E TO Thy /�S .9•�E,4. �� ESM . � _ S87 /5 261111 i
pgTA ��S TEMP is7S °37 X25 ~E /• �- _. `_ O
____ �-
P /Pf CU�'V M H R0 2 - /D i - - - - i - - - -
- °�0 . CONSTie E�SMT" �- j ;' STA. 47 + /5.09 / 1- -- -- - _ JT, �P/lVE/ SAD
A 73. 56 t� N 186,536.8? _
� �• STA. 46 f 49..9
L t 72 3.79 48 E 1, 6 Z, 47S S/ C'D�Y�3"T.P NOTES
.A 186, S /9.
RR O,0EIF ,4SS d ! 1''� � AN°f'Z /CABLE TO
�\ ,` o�� � /, 6621538-76 ,..�_
RA l L h/A Y -A/ 74 ° / 7 ' 3z W- /� �sM �� °6• _ _ :----
� �0 `Bi SfE Al ,.� � ��`' yyyy. ,, �
� - � TAE? NOTE 4 � - _
SPEC /AL
CONJI R, NOTE 6 _--
�� �- - �- �_ �- - � _--- UP �� ayws' • � � �,N LPN - ®8�� -- — - - -- - - - -- -- - -- - �
• UP uf'
• �9!/,q/ sfQTT ��4C' TE r
-� -- -�. _ �' 'T' -IY"m U, -rTrrr - �T --�,� ,T,�� T `� III �u�- UP / LpBL E AT AC'PM�iVq - M/� �O2
-Lu� ZAKf !1/i4Sf1 /NGT0N _BL I�D l,�-
-L-J -" 11 ,1 ._ -. --
L __ __ _ SEf �51PEO /,4G
1 11 1 11 1 11 11A -111 111 1111 1111 1 1 _ I 1111,e7eV0. G4
SEE SAeC14Z UP • • • • U'° -.II CON1/STiP NOTES , , , ��,, * *� ` UP • f /66Z SZ - S/ • Uf, i
C041 71-f NOTE /3 UP UP
1�77CAL riPEiV6We. ?,AI�B "I Fr/�t/G �fEE ,TN°El. - '- BZ vp 'T*T„�,. • UP %
BE /ON/ TOT° Of P /PE/ . '- �*"T - • UP
C& N.5 re. NOTE ND- ,S {` .�1 - �Tr�*„ -� " •
-;
- - --
-- -
-....
' - - --
} -- -- --
-- - --
- -- -
--
--
--
-
--
-
- --r-
-1
y��
-
- -� `
-
1� P�
- -- -
---
- --
— -
-- - �
---
-
- - -- -- ;- - --
-- - �
_ -- - -
- —
- _ _.
_-_--
- -- --
- --
- - --�-
-
--
- - - --
��/CB�}-+ /�/}
-Q�f�
-
-
_-
_
- ---
f - - - --
- --
-- -
-
-
-
_-
-
-
- - - - --
- - - --
-
- --
-
--
- - -- '
- -
- --
- --
— —
- --
- -- -
-- -
- -1
-9'
«- -
-
- --
- -...
- - --
- -
-
- - -- -
-
-- -
--
- -- - --
- -- -
-- -- -
-- ....
-
- - --
--
- -
- - - --
--
- -- - --
-
-
-
-- - --
-
- -
- - --
-
-
t
i
�
�
i
it
¢Z oo 43foo toa 4 1100 ��vo �7rav '�ao �9�oa s ofoo s - /fov JZ/__00 s3foo SCHEDULE
s-6-1 61)10
DESIGNED
DRAWN D.A/VO
CHECKED Eon
METROPOLITAN ENGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R -W. BECK AND ASSOCIATES
L I T Y O F METROPOLITAN S E T T L E
FILE_ -R2o2A
RENTON'
SYSTEM
EASTSIDE INTERCEPTOR - SECTION 2
STA. 27 +50 TO STA. 55 +50
DRAWING NUMBER
P 102
SUBMITTED
Design Engineer Metropolitan Engineers
RECDMMEIVDED
Project Engineer - McRopohton Engineers
APPROVED
Chief Engineer - Metr titan Engineers
�j�
APPROVE �-�
For Mefropoliton Engineers
�._ - -�
APPROVE
For M nl ipahfy of Metropoh an Seoi le
CALE HORIZ. I - SO
11 _ 1
VERT. 1 - 20
FEB 1962
DATE -____ -
SHEET NUMBER
S
7 of 22
I
i
SAD _ - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - CyT_ G5 t 5/.8 2 _ -
N 3o 9.78 3S TEMP.
till
- COr1�ST'- ESMT,
-UP
-- - - -- -- - - / 66Z /3 87
SAD _ - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - CyT_ G5 t 5/.8 2 _ -
N 3o 9.78 3S TEMP.
till
- COr1�ST'- ESMT,
-UP
-- - - -- -- - - / 66Z /3 87
it
-
° '2$" _-
- - -
_ - - .-
qD
--
- ,� -- - -- _- - {flaDD F'L/N'.f' c.eossl,va
.fS Tf/y'P. �/ rV NOrPT/ -/EiPN PAC /F/C RA /Z WAY �� -,->r , , ► f - +- -} -1 - + --f ++ -4 r ._+- 4 - +.._} ..,.._ �� N
GON,ST�PfS�1T. O = 4 ° - }►. `16" MH R0,2 /Z TYPE C Mf FOR /ZO "i° /PE � ►
CHANNELED
_ /43Z 62 6-M 56 *40.20 FROMLD�
I
N /87, 4 4,6 .21 2/ PiPOF /LE 6SV4RE TO
-- - - - 96 "C /ecuLA�P / E - \0 H CQC
�P /`Y L /NE� E/, 66Z, 4z3S. 7T _ __ _ __- _ � rP /w?
- _ U!� opP�
- . 1 • U�°
OF WQS�"0���
/
�!,=L Y^T'•rr `r'r+'* r rr - r•rr -Pr r� -r r-r r,�, r - r�-{TT -.hr- -n-r— - rrrm -r rrT-rr 'r r �'r * *'r '�'1'�'r r� '+'f t"rr f'r -r *T rr r �'R Z -t-n �-r rrt -tTe-r Z + 7 Trl"rTr rrrf r'r'f --•n••� r r"1 -r rn rsr -r-n-tTTr Ti'�"rT TZ'rT TTTTTr '�"R'm't'r'` r TnTTT -m1-r rr T rr� f7 T>�'R r 'r*RTr -r'n-*Tr iT� rrn q TI-rm1 " 'r rs�'ri� T' h
i
L•4/rE fy.4SH /NGTON BL Al - -_ ... - - - - -- . - - - - - -- - -- - - - -- - - -.___ - - - - - - + - - -- -- _ _ _
'1..11111 I .., ,.--- - -' - -- - _ _ _... J_L
. 1 1 1 , I o ��
—_ _ -- - 1 111 Ir► 1 11 1 1 11111 ' 111 111 / 1 1 1111 \ 1 1111. .111 11 11 11 / 1\ 1. 1 111 ►1\ 1.1.11 1 .l l 1.1 l .1 \ll 1 11 111 11.. 1111 11.. _,,I 11 1 1 11111 1 L1 1 111111 1 1 111 11 1111111 1 111 111 1 111 111 1 l ll l ►1 1111111 r 11111 1 1 \ \ 1 L l 1 11' 1 l 1 1 111111 1 1 11111 1 11 11 ( 1111 1 11l 111111
Fss�G''S
r ER�'���`v
oil
0/G ? 0NA L ENS'
---- - - - -- —
y
'1
I
_.., ..
f
-- - -- - -- - - --- t� - --
r
//O
90
90
S6t00 S7t00 S8t00 59eva 6Uf00 6/ 00 ------------ jl��,z A00 _ - - 4�_j fOU -- - X00 6Sf00 �6�00 67 00 &8e 00 a9 Iva
I r
_ 2 _ I �/B ~ EX /ST G�PAI/EL �'O - - - - - -- - - - - _ - +- •�-- +-- +- +- - + -- �. _, , _, ll _--c I �
- ,q E - - FiPAME
L/S Op 0
- ANCND�' /TYP) — �-• -" ; 5" [1P -
t SUBBASE !� /.SU /TABLE /I 141W , - -- - - - - - luoDhwALfr -
_
_ - -
— "
O ANC /� M B# 5
y FD- A / O - � TDlWG �
"mill __ �- '
/SO4 /1v /� /6 A FD RE/ /S /ONS
Sf`AI PE
F L i SEA +- _. _.. -...
-S -- --+— +- -� —+--
t
f8
+- , r
O'
PA /L Y � � 4C /F /C
ni '' - ++ + -+---
Ql
O.
71 + + , + � Z /
MN POZ -/4 R
� , CN�4N//EEO FQ LOK/ P�
-t 8-lII
S-T- A+—
0
r STA T4 0.2 y B /� 7
, 2`4 TC P/
. P /(//89, 847 2/
N /89, / S3.4 2 cPD /NG AS� Q D
I
r' ESMT. E/, 6118 S9.2S L` /, 66/630.OS �-
1'� UP
JTS T6► -fP. 1 • -T ,-Tt-r �-
AP /!t/ L /NEB - ,-rT,T
UP • UP -rte - „TT I ,T,, 1 -7 jr ;T, -,TT
11 ,\ , 11 1 111E
- rrrr� -r- _ _ . - - �L__ _
f� //VGTDN 8L //O - __. - -- . , , 1 , , ,
• UP • UP Z;,t'SCO�YC. CUE. • UP T , 111 1111 1 I 1 1 1111
1 1 1 1 1 1, 1 1 1 1 I l l L 1 �� 1
r- rr Tr -7-,— -t-�r �� , -- - -_ LA/fE Wf>�S
�rrrrrr
1 1 1 1► 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1( l i l 1 1 { 1 1 1 1 1 1 1 1 1 1 1 1
_.,. , , 11, 1111 R / /''L�
- ---- '---- _- _•- __•----- - - -_..
I I l i 111 1 1 LI 1 1 1 I
-
1 , 11 IL 1\ 11{� \ 1 11.1`1 1 11111 ►_L , 1 11111 „I 1 111 11 ►11 11 r r l 1 11 l 1 1
1 1 ► I l l l 1 ► 1 1 1 1 -.., ,. -
1 1 1 1 1 1 1 1 1 1. 1 1 1 1 I l l 1 1 1 111 L _ .. _
o,
- -- - - - - --
-
-
-
--
-
��i11
I
- - - - - -- - -
- -
--
-
-- -
-
r
-ZI
_ 1
rt
- - - --
- - --
- - - --
- - --
_
II
TA t
_ -
a—
-
- --
--
- --
-
--
/50
—
�
-r-
r
- --
AT
--t-
oq
-- -
- -
- --
- --
- - --
�-
- - - - --
-
- -
--
- -
- - --
-
- - - --
-
-
-
-
- --
-
- - --
- - --
- -' -
- -
-- - 'r-
- -'-
- - - -�
-- -
-
-- -
- --
- --
-- -
-
- - - --
- --
-+
-
- - -- -
-
r
-
-
–
--
-
—
–
–
- --
--
- - - - --
- - --
- --
--
—
70100 71 t 00 72,400 TJtvo 74106) 7Sfoo 76o00 771aO 7,6100 79101 8000 E D U LE I ej,-oo
DESIGNED
METROPOLITAN ENGINEERS
MUNICIPALITY O F M E T R�O P O L I TA N S E T T L E
FILE R ZOZA
RENTON
EASTSIDE INTERCEPTOR — SECTION 2
DRAWING NUMBER
P 103
DRAWN N'V
F06
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R. W, BECK AND ASSOCIATES
SYSTEM
STA. 55 +50 TO STA. 83 +50
SUBMITTED
RECOMMENDE
APPROVED r
APPROVED
APPROV
SCALEL1,0R1Z �1 - S0�
11
FEB X962
SHEET NUMBER
CHECKED
Design Engineer - Metropolitan Engineers
Project Engineer - Metropolitan Engineers
Chief En Ineer - Metr li n En ineers
9 9
For Metropolitan Engineers
P 9
For Municipality of Metropolitan Seattle
P Y P
VERT. I = 20
DATE _ _ _
B 2 2
OF —_ -_
i
,
_ 1. i • .'r .. 1 , ' '- � T1R'1'�'f 'TrTTT't TTTTTr� - rt'n'R1
TTT'lT
Mho 612- /SA SHED ��� 1 ` �� ,,,,,�. y'.'y'-` "`�' s.►� --t, ,emu, .►
�STA 84 t S4. /6 - . _ ._- - - '�w,.,,' .Q,4 /L � Y
/2Z. 2 /��Y► E/V�D OF SCHEDULE / FUTUR F S,CT /OR/ 3 . -'- �. ,-� -�
z` '-- —� ---- AC'C S, IVAp re, r lVe T�PM/NALS rSfi�4LL CONTRACT -2 s
62 E /,oE 7�vT,��ecEpTO�e
/ 66/, 564.27 NOT BE_- UNT ACCESS ,�,y► �,�Z`/
%RPA'/� e' O /L SOUTH
q �V,r /NG - IPOAD @ 67A 65,,1 /�S �PESTOiPEO M H R0 2 - / 7 - �, --
/PE CUBE'! f DATA '� s -
_ �c� f' STA. 90 t 30.07 ►, D ,�
q� TEMP- p = 4 ° � � ' .... ---
cot's, iz ` ,� ESMT. ,� ,35t N � 941590.8 z_
COrVsr Es/yr' 6
\ y �e = /z8o- 73 BTU 9 . -
47 4s
`� E /, 66 /, •3 -
- J S7
,�
\ 9,37.2 7"E = o - - --
�''�'� d 2 3 2e Q4 '' !1/440 PLANK / ,• ' _.-- -- • _ - - -"
jfli � � (/Ps ��r _ �,�,r TrTTT-r- - ,rr,T-rr - rrT-r-rr,- --rTIB - ,T -rr.r� rr7-r7T. -rrr� (lid
-�- �- � l
�'
__- ��� `' +� r
M N R02 - /b �� _� - �POAO TO Rel$f,4 /N OPT (JP
�I
S TA. 8 4 4 98. SO - = _ —'- --_ r — — ; , . AT 4 L T/ML�S s -
N 1'70,138.26
605 ¢ 1 rT 1.,_ ' , - _ - _ - ---- _ k/,
_-
G r0
-- 4
AV/? MAx. 70,e. �A y /Ns r► W .
. P _ - -- _
- _ ! - -- - - -- -- "
SEE - " � - - - t O R t Z O N TA L S Cs V E R C A 1 2 0'
OY. TYP T \
0-1 111
..._-
r7=7777
_
- - -- '
- -- -
- -
-
-
ILSI
-
t
�
-- -
-
- - --
-
-
--
-
--
- --
_
__-
- --
DSO
-
fill
—
--
- --
—
- --
- - --
- - --
- - - --
- - - --
- - --
-
- - --
=
-
-- - - -+--
—_
- - --
- - --
-
--
--
--
--
- --
-- -
--
—
--
--
-
--
- -I
- --
//O
-
-
--
- --
'- -
-
-
- -- -
-
--
--
-
- - --
- -- -
-- -
-
-
-
-
-
-
- - --
--
-
-
-
--
- -
-
--
--
- - -�-
-
//O
-tom -
-
-♦
-__ --
}- _._.._
�
- - -.._
- --
__
-�
-_ -_
-
-
-.-
_.._
-_
_-
-
- -_-
-_
90
- --
--
--
-
- -
-
-
90
--
--
- - - - --
- - --
-
8¢ 100 85 f00 86100 871-00 B8 X00 8.9 X00 50 goo
EA. Szoc
l5 , � /YP. RIP �lA /N ANCHOPS '
B 110E MA y BE L UBRIcA TED CA�P�P /ESE' f' /FEE / SYryryEr�P�cA L ¢'
*H /LE BE /NG - IACffED ETHER
eY DRILLING HOLES t"`ROM
SURFACE Oe BY DAP /LL /NG /_7 I
7-HRU P /PE SNEL L . ` L71T 0,cC,4DOITC4lI 1 1 P //O SHEET
/F BY THE LATER, HOLES . b �- , N.P �P /!�L' L /NE 5e �PEN/Of'E ,r (0 4 A FPAME P /L /N4 DAP EQU /1/
L L BE SEALED WTf/ p LOfYE�P �iPT /ON
OSHA p ' A
I \
o
EMBeCO GROUT
CONJPL E T /ON of UAc1r11V6 ' ° ''
T� ` 2ZOliEP fXCA/AT /ON cS//4LL / -BP /o -gZ*
BAC/f PAC/fE0
BE - 41111`
SAND AND G1P0617-ED.
INSTALLATION BY JACKING OF CARRIER
NO SCALE
!� /OS DUr�S /DE OF L /NEAP C,qS /NG f'/f'E
/ TO BE BACiY- 10ACf�ED f S GA. L/NZ/P /P -
l�V /Tf-/ �SA/I/D ANO ClfoUTEO. Q -
o;.
- � : -- CAiPiP/EiP f'/f'G` �7/T. P /LEPE�tIETiPAT /ON
mot• 9 � .
f /LL -� SECTION f
`6 104 -
P/T RtIN SAND 80UT ;
�
o I
q CorvTiwUOs cPEasoTf
PE/ /S /ONS T AVCHDPAGE TO BE C0/ST4UCTEO
T /18Eif off /O O P/PB n` :
: eRIOR TO Ti IENCH /NG. I
D sU�PFACES TO BE �ELDEO, CT ALL METAL CONT
f /LL LD�f /�iC
PEI/ /S" T liP /OiP TO CUTTING , a : y
W/GiP4UT
_ -
pP QV w4sSi
INSTALLATION BY JACKING OR
_• -
-4 � I �
a'"
TUNNELING WITH LINER PLATES - SCOTT— PACIFIC GUY ANCHOR REVISIONS .. _`� = , a .- :�`-:;.'I.b;y.= a ;' ° 'F�,
DATE JULY 6, 1964
e. P L A N - y Fss� ST ER
NO SCALE NO SCALE SCHEDULE HEDULE I �NQL EN
DESIGNED
METROPOLITAN ENGINEERS
MUNICIPALITY OF METROPOLITAN SE TTLE,
R 2o2A
FILE
RL NTON
EASTSIDE INTERCEPTOR - SECTION 2
DRAWING NU
?104 MBER
DRAWN QIIIIIII52AI
CHECKED EDP
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R.W. BECK AND ASSOCIATES
SYSTEM
STA. +50 TO STA. 89 +83.18 & DETAILS
_
SUBMITTED
Design Engineer - Metropolitan
RECOMMENDED
APPROVED 1v -
APPROVED
- ,g��% /
APPROV -N -" /Ll _
F LE /�
AS SHOWN
FES 1962
DATE
SHEET NUMBER
9 L Z
Engineers
Project Engineer - Metropoi ron Engineers
Chief En sneer - Metr )liton Engineers
For Metropolitan Engineers
For Municipality of Metropoliton Seattle
—
OF —
TOP 0,A r TEMPOR4RY CUT
51- TO 8f /O' M/N.
FROM EDGE OF
PAl/ENlE/VT.
t LAIlf
MASH. BL vD.
NOT TO f)(CfED 42"M TOE Of TEMP. JZO)lE
L �Y /TH /N THE L /MMS
fX /SST /NG I SHOl1//V, T//E CONTRAC- 22M
61POUND JR,4LL RRO!//DE S(/CAl
I ESL ORES OR SUPPORTS
AS ARE NCCESSAeK
8 - I DZJR/NG CONST1eUCT/O/V_
I , MAx. TEMP CvT L/rvr
J / 2,M� -- - - -- --
/��i ` -- - - 4
TFMR. CUTS T17 BE �PESTO�PEQ TO E,4CV SIDES CL OSU,RE
APPROX IMATE DrP /G //VqL CeAOE ' APIOROX. E` P /PE CAST SECT 41105 O,UL Y
`Y/ CL ASS r64 SPCRs ea 15 SECT.
BACffi� /L
/. l�f,PT /�,QL Tf'F/t/C�y
O
¢//05 O,ULY
TYPICAL TEMPORARY CUT SECTION
NO SCALE
A417_ 0EA'rEb o. F
P /LE
PILES BUTTED .4'T SPL /CE
/0 -/2" m X %' m4LL STL.
P /PE' SPLICE
4�4" OR /FT P11-1 ,vFwAlED
AT BOTH EA/DS, rvol"L
2Z-Z24 0 or %4'w WILL STL, PIPE
I ES
.45 SA/O` A-1
3 =8
Slits
R =4 —/;14
NZ
N
I
Z
/
2011
43
LOualr comsT
.
✓ow r
�oe
0
0
.
'�2" cEM'EA/ro�t/E
RUBBER - --
2 A.
\Y I 4 •' ,
K"*A
105
AT MA.N HO L E S
rlr4lS 1OA1 RODS COV57 -RUCT
WA ERE 51.10 VA/ -�
h
i
105
I I I
i
tl
�-• ,6 0
.06 12'-0 PIPE L EV6 T!-/
PLAN
NO SCALE
Q
'4 ,
1, 4 o° n All
A.4 ON
v
314 " MIA1115 CRUSHED
00 6,2! /'_9 ROCK 3.4SE COURSE
12- 7
SECTION la 5
05 105
SCALE /2 =1 -0
CAST /)Y 40 SECT / O JYS DRY =A CKED
- - -- "_W / TN f'MBECO
4S/0 ,
,e -a
I I
0 0
I
�I
CEMEVrOXIE I I DETA /L .4111.5
RUBBER I�
II
AT MA NHOL ES O/YL y
,�oucir. cnusrR � � ; i
✓o /u r
I II
W
SrM I
I
RIC COLLAR no /e?' O/C
I e- 5/B" io MPEADED
RODS
STD.
TUR�L/BUCKL E —
06
2206
6 L-li
A-AAI 2 Stirs OF iB'' "'*5
6R4PA1 1TE /MPR.
ASBESTOS SHEETS
C o -;
15 srmmlps —�
3 *9 )(4'-10
ST /RROP SPACIVGS _
L
�N
CAST 1A1 PL.4CE ofw GRA1/EL
C041CRETE COL L .4R
d, - , _ • RCP
A
A
AC
SECTION
105
Q N L y. �, _ � .. , ...
y h SCALE: 11/2.. = 10-0
PILE SPLICE 8t TIP DETAIL 1w 9 6"PVc W,4rER
STOP — yVOrE:
S C A L E 1/2 "= I' - 0
FOR Co,UST/7UC
4 T/D,U
1 0 5 1 0 5 ,U0 TES SEE DWG. G 4
TYPICAL SECTION AT CAST IN PLACE PIPE
SCALE: 1/ "= I' -0
D METROPOLITAN ENGINEERS
DESIGNED MUNICIPALITY OF METROPOLITAN SE TTLEv
%%GC�'QuK
DRAWNOA.-H BROWN AND CALDWELL CAREY AND KRAMER
CALF
HILL AND INGMAN SUBMITTED RECOMMEfVDED� t��� APPROVED '/c APPROVED S� APPROV
CHECKED EDG R W BECK AND ASSOCIATES Design Engineer - Metropoliton Engineer, Proect AS SHOWN
Engineer - Melropol� ton Engineers Chief Engineer -Me apolitan Engineers For Metropolitan Engineers For anicil)nlity of Metropoliton _�rpttlF
AS CONSTRUIC
DATE JULY 69 1964
FILE 8202 -A I RENTON
DATE FEB, 1962 1 SYSTEM
SECTION 1 05
TYPICAL 2 PILE BENT
SCALE: 1/2"= I' -0
7'rusIOU RRO,D COQ( smucr
WMERE SPOWAI
2 - %, 6 24"r//RE40ED
RODS
Wr. PILE r0 BE
PULLED ,4F TER
BACKF /L L
i P/L E t0 BE
UL L ED AFTER
4C!(F /LL
l�J
@2 /' /U
P )i 4Stic'yi
Z
ss/ STERN
CAST IN P LAC F SADDLE:
°
SECTION I �cQLo �
0 5 of WASti F
o
s C a L E I/2 =1 0 104606 °F FCIS T
ss /ANAL
SCHEDULE I
DRAWING NUMBER
EASTSIDE INTERCEPTOR- SECTION 2 6105
SECTIONS & PILE PIPE SUPPORT SHEET NUMBER
10 OF _22_-_
I
SrM I
I
RIC COLLAR no /e?' O/C
I e- 5/B" io MPEADED
RODS
STD.
TUR�L/BUCKL E —
06
2206
6 L-li
A-AAI 2 Stirs OF iB'' "'*5
6R4PA1 1TE /MPR.
ASBESTOS SHEETS
C o -;
15 srmmlps —�
3 *9 )(4'-10
ST /RROP SPACIVGS _
L
�N
CAST 1A1 PL.4CE ofw GRA1/EL
C041CRETE COL L .4R
d, - , _ • RCP
A
A
AC
SECTION
105
Q N L y. �, _ � .. , ...
y h SCALE: 11/2.. = 10-0
PILE SPLICE 8t TIP DETAIL 1w 9 6"PVc W,4rER
STOP — yVOrE:
S C A L E 1/2 "= I' - 0
FOR Co,UST/7UC
4 T/D,U
1 0 5 1 0 5 ,U0 TES SEE DWG. G 4
TYPICAL SECTION AT CAST IN PLACE PIPE
SCALE: 1/ "= I' -0
D METROPOLITAN ENGINEERS
DESIGNED MUNICIPALITY OF METROPOLITAN SE TTLEv
%%GC�'QuK
DRAWNOA.-H BROWN AND CALDWELL CAREY AND KRAMER
CALF
HILL AND INGMAN SUBMITTED RECOMMEfVDED� t��� APPROVED '/c APPROVED S� APPROV
CHECKED EDG R W BECK AND ASSOCIATES Design Engineer - Metropoliton Engineer, Proect AS SHOWN
Engineer - Melropol� ton Engineers Chief Engineer -Me apolitan Engineers For Metropolitan Engineers For anicil)nlity of Metropoliton _�rpttlF
AS CONSTRUIC
DATE JULY 69 1964
FILE 8202 -A I RENTON
DATE FEB, 1962 1 SYSTEM
SECTION 1 05
TYPICAL 2 PILE BENT
SCALE: 1/2"= I' -0
7'rusIOU RRO,D COQ( smucr
WMERE SPOWAI
2 - %, 6 24"r//RE40ED
RODS
Wr. PILE r0 BE
PULLED ,4F TER
BACKF /L L
i P/L E t0 BE
UL L ED AFTER
4C!(F /LL
l�J
@2 /' /U
P )i 4Stic'yi
Z
ss/ STERN
CAST IN P LAC F SADDLE:
°
SECTION I �cQLo �
0 5 of WASti F
o
s C a L E I/2 =1 0 104606 °F FCIS T
ss /ANAL
SCHEDULE I
DRAWING NUMBER
EASTSIDE INTERCEPTOR- SECTION 2 6105
SECTIONS & PILE PIPE SUPPORT SHEET NUMBER
10 OF _22_-_
fIZI S'ER 51a,4FT
STAA/DARO rl!
MCI w /TI�DUT �
4
0
PIPE 0. D.
TOP PLAN
TYPICAL
NO SCALE
SPAC1AIG
CURVE A
g TYR&
TYPICAL
a0lX1 T
\N
IO'-4
MH R01- 23, R02 -1, % 10 & 16
TYP. DIMENSIONS FOR DEFLECTI6N MANHOLE
96 INCH PIPE
NO SCALE
(SECTION ios
NO SCALE
0,,4X. CAIORD LEAIGT'N
1`-6 IV C/RCUMF.
L EkIGTH
It?' -O IAA LOkIG/ r.
L EkIOr14
DETAIL ios
NO SCALE
FOR "0110L /rwc
COxISTRUCT/Odh CAST
TO T/-/ /S L.11-IF
M /AI. /" MOP rAR
FOR MORTAR B LIIL r -UP
cO,US'TiRUCTIO�i CAS r
TO TH /S L /L/E
MIA/. STL. CO!/ER /''
N
*.5 HOOPS
T151,
'0 /2„
_\l,
L0L
rl WASti
6,
Cr
DESIGNEDjI te ve
METROPOLITAN ENGINEERS MUNICIPALITY
OF METROPOLITAN
SEATTLE
DRAWN hi!C,C,
BROWN AND CALDWELL CAREY AND KRAMER
CHECKED 4G
HILL AND INGMAN R.W BECK AND ASSOCIATES sueMlrrED aECOMMENDED'�f��
4PPROVED' _ '� APPROVED
APPROVEf
� � � '
�cAS
`f
pesign Engineer - Metropolitan Engineers Project Engineer
- Metropolitan Engineers
Chief Engineer - Metr p li n Engineers For Metropolitan Engineers
_
For Municipality of Metropolitan Seattle SHOWN
IN
U
A
_ p
D .__J
0,,4X. CAIORD LEAIGT'N
1`-6 IV C/RCUMF.
L EkIGTH
It?' -O IAA LOkIG/ r.
L EkIOr14
DETAIL ios
NO SCALE
FOR "0110L /rwc
COxISTRUCT/Odh CAST
TO T/-/ /S L.11-IF
M /AI. /" MOP rAR
FOR MORTAR B LIIL r -UP
cO,US'TiRUCTIO�i CAS r
TO TH /S L /L/E
MIA/. STL. CO!/ER /''
N
*.5 HOOPS
T151,
'0 /2„
_\l,
L0L
rl WASti
6,
Cr
DESIGNEDjI te ve
METROPOLITAN ENGINEERS MUNICIPALITY
OF METROPOLITAN
SEATTLE
DRAWN hi!C,C,
BROWN AND CALDWELL CAREY AND KRAMER
CHECKED 4G
HILL AND INGMAN R.W BECK AND ASSOCIATES sueMlrrED aECOMMENDED'�f��
4PPROVED' _ '� APPROVED
APPROVEf
� � � '
�cAS
`f
pesign Engineer - Metropolitan Engineers Project Engineer
- Metropolitan Engineers
Chief Engineer - Metr p li n Engineers For Metropolitan Engineers
_
For Municipality of Metropolitan Seattle SHOWN
o�
� ".S HOOPS
"Q X5 =0 S 12 „
,@ /2”
/ 'r4 ,@ /2"
a
o000e /0
3' -O �� 6
I
<; ;
4
-- - _ _ .
DETi4 /L 2, D
A //06 - r—
/O' -4 \
�1
SECTION cob
. NO SCALE
ADD s iA,UwQD D /AG.
RE /F. AR011AID 4414
CEA/ rER MN IAI
STRUCTURE
r3_,�
106
I
JOrE:
T91S rVRt MAA A10L E 04 BE SUBS T/ rUTED
,FOR S74469,4RD T VPE 'C" IWAIHOL£ WERE
riyE TO TAL DEFL EC T /OA/ IS L ESS rq.44( / °
P L' A N
SPECIAL MH
NO SCALE
FILE R202A
DATE _FEB 1962
RENTON
SYSTEM
I
a
. .a
4
v
"4 X5' O 0 /2"
40AI617- STL.
°'5 G) /5" EF - 7 KP
s5 a) /2"
vo rE:
7R4 ISPI BAR SPA01A16
.41 -OAla LOA1671r. ,4XIS
OF MN
SYM. 2 -15 0 9" A1o0F,5rW 14 `- S ID
"'4 0 6" BOTT, EA S /DE M�/
4
\'_ o oil
r v
TYP ICAL
BRI
EAK
I i" � I •
a�rra�
— 'OT 0 /O" 0 r /AI WAL L
A r SPRING L /wE 4'- oM,4,Y.
Of a /o" rEMP SrL.
T 4 °L
106 �D /O" CTR. 141 {WALL
AT S17RIA16 LIVE 14' O
SECTION ios
NO SCALE oQ� of WgSh,,�F�
r., o
Z
AS CONS ��G
.nrr ��� FsS,/ SST E�
10461 ! DATE JULY 69 1964 °NaL E�
SCHEDULE I
DRAWING NUMBER
EASTS I DE INTERCEPTOR -SECTION 2 5 1 0 6
SNEE1 NUMBER
SPEC. a TYP. DEFLECTION MANHOLES l of 22
0
I
<; ;
4
-- - _ _ .
DETi4 /L 2, D
A //06 - r—
/O' -4 \
�1
SECTION cob
. NO SCALE
ADD s iA,UwQD D /AG.
RE /F. AR011AID 4414
CEA/ rER MN IAI
STRUCTURE
r3_,�
106
I
JOrE:
T91S rVRt MAA A10L E 04 BE SUBS T/ rUTED
,FOR S74469,4RD T VPE 'C" IWAIHOL£ WERE
riyE TO TAL DEFL EC T /OA/ IS L ESS rq.44( / °
P L' A N
SPECIAL MH
NO SCALE
FILE R202A
DATE _FEB 1962
RENTON
SYSTEM
I
a
. .a
4
v
"4 X5' O 0 /2"
40AI617- STL.
°'5 G) /5" EF - 7 KP
s5 a) /2"
vo rE:
7R4 ISPI BAR SPA01A16
.41 -OAla LOA1671r. ,4XIS
OF MN
SYM. 2 -15 0 9" A1o0F,5rW 14 `- S ID
"'4 0 6" BOTT, EA S /DE M�/
4
\'_ o oil
r v
TYP ICAL
BRI
EAK
I i" � I •
a�rra�
— 'OT 0 /O" 0 r /AI WAL L
A r SPRING L /wE 4'- oM,4,Y.
Of a /o" rEMP SrL.
T 4 °L
106 �D /O" CTR. 141 {WALL
AT S17RIA16 LIVE 14' O
SECTION ios
NO SCALE oQ� of WgSh,,�F�
r., o
Z
AS CONS ��G
.nrr ��� FsS,/ SST E�
10461 ! DATE JULY 69 1964 °NaL E�
SCHEDULE I
DRAWING NUMBER
EASTS I DE INTERCEPTOR -SECTION 2 5 1 0 6
SNEE1 NUMBER
SPEC. a TYP. DEFLECTION MANHOLES l of 22
I I
I
I r
7 0 -
� 1 I
I � I
�I I
O 3' 8
I
Q•0
63
10
— Tf- I1 _ice
I I r I � -
MlN. CONC ,
COVER
t 1
� Q ! I ( I
I ,I
I
I
� i�
Tea
MANHOLE R 202- 9 1
- SCAL "E : 1/4
yt
0
I
2 I
106A
I
7 #5 4I00P5
p
/ i-- x¢xS -'0
1 =Z
@ 15"
'#4 x __ - '_0.
7 "0 SAM) SA (P
AS '14 x 5'O / N IoP SLAB)
S E C Ir I O N 1o6A
SCALE t 3/9 "= V -0
'15 .
MANHOLE ' R 202-16
- SCALE _ 1/4
TYP AII�RAMG'9MENT FOB
OUTSIDE TRANSVERSE SL.
_ TY1'- iI�RAIVGEME1Vr i !012� IN.
l(JC
NOdPS ,
SECTION , 6A
SCALE : 1/4 "= 1' -0
r- �cnrr��c vv!/vr
TVP SEE DWG G2_
DESIGNED M•0• METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE
DRAWN F BROWN AND CALDWELL CAREY AND KRAMER
CHECKED
HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED A RECOMMENDED APPROVED APPROVED APPROVED
Design Engineer - Metropolitan Engineers Project Engineer - Metropolitan En veers Chief Engineer - Metropolitan Engineers For Metropolitan Engineers For Municipality of Metropolitan Seattle
°,P
N
uta7
1a8.21
- 7oT. Zl
Scw ` AS NOTED
I
l
IT -b
I
106 A ) \
a
14 =4
MANHOLE HR 2`02 - 10 A,,S 5�40wN
- MANHOLE HR 202 -15A OP POSITS HAND
SCALE t 1 /4fix 11_ O -
or
i
jo
L)
• :6 \�
FOUR CONC To
- FA591C,47-E TE•E � FL50W
FROM A s rM - C 76,
?coo D, /2'11, O. RC/'
P/ZUVIof /'C UG
ORlG /IvAL GRoUNOJ MO( MA PIPE
INTO M,14. T YP
SECTION IosA
SCALE t 3 /8 "= I' -0
FILL R 302 A _
DATE JAN 63
COVE'/{ . - -
104cUs
AS CONS
DATE JULY 69 1964
R E N TON EASTSIDE INTERCEPTOR- SECTION-2
SYSTEM MANHOLES R202 - 9,10,15A a 16
DRAWING NUMBER
G106A
SHEET NUMBER
11A of Z --
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.
4 - 3
- - - - - *7 @/O %ilj STUDS p /2" 6.411! " ``-
Q 16 or 7 tV eF / vw\
�•
to / 3 5 Y — 5 dR15
- - - - - - - -� OPT/0(I4L COALSTP. 9 - *5 & mz f.F. / \\
LIT - 464701 P /PE /
CO USTP JOlAIT
ro.
O q
IL
l =0ii fYILPT UO�.d/41 \ COA/STP JT.
TO 11/,41[ .9S 69Rr4f T•4 , EL. T72.
SHOWN- ,WWfL, w 10 =/ ° WALL TD
o v A7 9,4,?S hr L IPSf - - —
v
P L. A.fii
,�
as
1 5 07 -fi lIPTICdL 6 HDOPS @ 5 CRLISHEb 3
ELEVATION
LfTA /L "A SECTION
645f C01105f QOCK
.a
%z CEMfiI/TL e eaggm PAO 3 - *5 - �'r�/ 3
90Pi'C 2 - *5(rYP)
96'Arp
[OW PROE/[L P /Pf i ' _ _ - - - - - - - - - - - -
III I
/GIORTAP I er °: u'PLRS I I
FILLET -- - �.•. A DfFd! Q fX 3 -
a �fPT A ffC 5y'-35F�•SPI5
T1s FLEX jr A8 SNOWAI
4 -*8 fILIPT /C.4L MWAF -64 � 24 "MX fRAMf
"AlOR AX /S - 6 ' tf1A�Lio 4yf R. /09.56 2 - #8 - ?
COYER
SECTION
�AJOeAXrs /� / of eooe _ -- 42 =0 tPAY. rYR)
SCALE : '/4 "= 1' -0 DETAIL A -- .... - -- sa PLAN 1054 -Yt)
'SECTION SCALE : '/ "- I' -0
MH R02-I38rIl SCALE I " =1' -0 F MH RO2-1.4 a sp. I
DATE IBY CHECKED APPR VED JOB NO. METROPOLITAN ENGINEERS TITLE ADDENDUM DRAWING NO. i SHEET NO.
3 -$$- iQ,RC. R�Q2�' SEATTLE, WASHINGTON SPECIAL MANHOLES R02- 13,14$15 - [OF I
E /6G2, 478.669
/ AV6,z c Pr
A/T3'4932"/f/ ��6�^26,F ,f/ /B6 704. CO � /6' PERM EASEMEC/T �_ 90 °0530 -.--
,(/ORryF,QN
CIFIC
PA I 4RPRO.1 461CAT/O,U - •`�— -" - -+ +PLIC *F /C
�-
A,1 R 4 +'00 AiIH 902•//
r� VPRR STA. /G59 f 64./ V /B7 0U.. DD
may- r�
E / 6G2, 52B, 60
MH R42 - 9 A`Sh -
,V
/DEL aC,arf-o sEWER
rl-,115 jXF7cy -S 6"1917' 'A° OF
Abo,4R PERiL/ /T TC M.ETFrO 4AZO
LAIC OF EA 5 T S /OE /G'7 ERCEG TOR
sFC riau
1054 Au
A167- PA'
DATE BY CHECKED APPROVED I NO. METROPOLITAN ENGINEERS TITLE SHEET NO.
/2 ' 2B 62 -"CC 9202 4 SEATTLE, WASHINGTON 1-7EL Cl CA7 -161L1 MH 1fO2 -/O ESI SECT /C (/ 2 / OF /