HomeMy WebLinkAboutC_KCWTD Comments_20250730.pdf
Department of Natural Resources and Parks
King Street Center, KSC-NR-0500
201 South Jackson Street
Seattle, WA 98104-3854
July 30, 2025 sent via email: amorganroth@rentonwa.gov
KC OAP Ref No.: 2343
Alex Morganroth
City of Renton
1055 South Grady Way
Renton, WA 98057
Dear Alex Morganroth:
The King County Wastewater Treatment Division (WTD) has received the Notice of Application
for the Kennydale Lakeline Sewer System Replacement project (LUA25-000219, ECF, SSDP)
that proposes State Environmental Policy Act (SEPA) review and a Shoreline Substantial
Development Permit (SSDP) for the multiple-parcel project site including City of Renton right-
of-way, King County Parks property, and private property located between 3905 Lake
Washington Blvd N and the north end of Gene Coulon Memorial Beach Park. The existing
4,680-foot in-lake sewer system will be replaced with a new land-based low pressure sewer
system serving 56 properties and a public park. The proposed replacement system includes
approximately 4,950 linear feet of new force main, 55 individual grinder pump stations, and
associated electrical and utility improvements.
A King County facility, the Eastside Interceptor (ESI), Section 3 is located adjacent to the
project location. (See enclosed record drawing and one line drawing showing the location
of the facility in the project vicinity).
In order to protect this wastewater facility during construction, WTD requires that City of
Renton submit preliminary design drawings for the project, so that WTD can assess its
potential impacts. Please send drawings to:
Local Public Agency Program
King County WTD, Engineering and Technical Resources
201 South Jackson Street, KSC-NR-0503
Seattle, WA 98104-3855
(206) 477-5414 | lpa.team@kingcounty.gov
Please contact the Local Public Agency Program a minimum of 72 hours prior to
commencing any construction to allow time for staff to arrange for a King County Inspector to
be present during construction.
King County has permanent easements for a sewer line in the vicinity of the proposed
development site, and must be assured the right to maintain and repair the sewer line. In
July 30, 2025
Page 2 of 2
the event that the line must be relocated, a new permanent easement must be provided.
Please contact King County regarding this easement, at:
Claire Christian
Property Asset Management Supervisor
King County Wastewater Treatment Division
201 South Jackson Street, KSC-NR-5505
Seattle, WA 98104-3855
(206) 477-5452 | claire.christian@kingcounty.gov
Thank you for the opportunity to review and comment on this proposal.
Sincerely,
Zanna Satterwhite
Zanna Satterwhite
Environmental Planner
cc: Mari Otto, Local Public Agency Coordinator
Kimberly Foreman, Property Asset Management
Enclosure
500 0 500250
Feet¯
Date: 4/3/2025101
ESI3
ESI Section 3
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LOCATION AND VICINITY MAPS-INDEX
GENERAL NOTES AND SYMBOLS -MISe. DETAILS
SANITARY SEWER MANHOLES
GRATfNGS-FRAMES ANO COVERS
TYPICAL TUNNEL SECTIONS
PLAN AND PROFILE
PLAN ANO PROFILE -Rep SOUTH PORTION
NORTH END PLAN
PLAN AND PROFILE
PLAN ANO PROFILE -Rep, RIPLEY LANE PORTION
COAL CREEK SITE PLAN
SCHEDULE 3-SUNSET TUNNEL
(SECTION a EASTSIDE INTERCEPTOR)
PLAN AND PROFILE
NORTH PORTAL AREA
* PORTIONS OF DWG 203 ARE ALSO
APPLICABLE TO SCHEDULE 3
SCHEDULE 2
HAZELWOOD TUNNEL
(SECTIONS 5,6 a. 71 ,
TUNNEL
MERCER ISL4N,'] CITY
PRaI£cr EL~II'Ar;ON ao El)UAL5
MEAN $£A LEJ.'£L OATUM u:Jct(i~
19;'9 {I947 AP.lVSrME'NT J
TI-IE'/VAT£R SVRTACE OFI.K. WAS;JINGTON
I:; MAINTAINeD Ai €L. 14, ± J FT.
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-- - ---Tow/J 8r CIT"" aaUUO""RIEoS 1962 1046~ 1 AS CONSTRUCTW
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LE EASTSIDE
VICINITY MAP "
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RENTON
SYSTEM LOCATION AND VICINITY MAPS, INDEX
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G4
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C2
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C5
C6
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C8
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2.
3,
4.
5.
6.,
7.:
8 ..
9
GENERAL STRUCTURAL NOTES
GENERAL
SCOP£. THE NOTES AND DETAILS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT
EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
APPl.ICABLE SPECIFICATIONS AND CODeS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF THE UNIFORM BUILDIN(; CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE
FOLLOWING NOTES OR DRAWINGS ARE MORE RESTRICTIVE.
ALTERNATIVE DESIGNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PRI-
ORITY DESIGN; HOWEVER, ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR
SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY
THE ENGINEER.
CONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE
COMPLETED STRUCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY
BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR.
CONCRETE
APPLICABLE COO£. CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION ACI
BUILDING CODE (ACI-318J.
RE-STL. DETAtLS 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.
(g5[GN ?TIJESSES.
A. CONCRETE, 3,000 PSI ULTIMATE COMPRESSIVE STRESS AT 28 DAYS
8 REINFORCING STEEL TENSION DUE TO FLEXURE, INTERMEDIATE GRADE -20,000 PSI
CONCRETE COVER. CONCRETE COVER FOR REINFORCING 8ARS SHALL BE AS FOLLCM'S WITH
MINIMUM COVER OF ONE BAR DIAMETER.
A. CONCRETE CAST AGAINST GROUND-:J w
B CONCRETE TO BE ·IN CONTACT WITH SEWAGE -2 1/2" .
C CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL -2"
o CONCRETE TO BE IN CONTACT WITH GROUND, WEATHER, OR CLEAN WATER.
OJ AT BARS GREATER THAN -5-2"
(2) AT BARS ·5 OR LESS -I 1/2"
DOWELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS
WITH WHICH THEY ARE LAPPED.
8AR SPLICES ALL 8AR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETEHS. THE LENGTH
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
STANDARD HOQl(S BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHA(, cc~o.", TO rifE
REOUIREMENTS OF ACI FOR HOOKS
CHAMFERS. EXCEPT AS orHERWISE REOlIIRED, EXPOSED CONCRETE CORNEf?S AND ED(;ES SHALL
HAVE 3/4" CHAMFERS RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS
CONSTRUCTION JOINTS. LOCATION OF ALL CON!;TRUCTION JOINTS SHALL HAVE THE APPROVAL OF
THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERS TOPS SHALL BE PROVIDED IN THE
CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS.
M -LOAD R C P DESIGN ASS UMPTIONS -
DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN IN ACCORDANCE WITH ACI. CODE
LOAD FACTOR K: 1.8
+ M DENOTES TENSION ON INSIDE FACE.
+ N DENOTES AXIAL COMPRESSION.
,'e : 4000 PSI MIN 8 6000 PSI MAX.
fy = 40,000 PSI
STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAf?
EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION.
CROWN OF PIPE SHALL HArlE SAME AMOUNT OF REINFORCEMENT AS THE INVERT.
10. CIRCUMFERENTIAL STEEL SHALL HAVE ONE INCH MINIMUM COVEfr.
II. IF TWO LAYERS OR MORE THAN ONE SIZE OF RE-STEEL ARE USED, d USED IN DESIGN COMPUTATfONS
SHALL BE THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP.
\ 12. Pn, AS COMPUTED BY EO. A9 OF THE ACI CODE, SHALL NOT EXCEED Ph AS COMPUTED
BY EO. A8 OF THE ACI CODE
. . . . ....•
UESI(,,..n ~t;~MO METROPOLITAN ENGINEERS MUNICIPALITY
. DRaWN 1It:.c,. __ _ BROWN AND CA~DWEI..I.. CAREY AND KHAMER
~HfCKiO ."'~ •.. ' HILL AND INGMAN R W BECK liND ASSOCIATES
o jO" RC 0
o--M.H.2
STA.8+20.6
,STA.1I0+40
VTA.1I2+4!j
c: .. n_" __ ,5
N. 194,000.00 I £1660,000.00
N 60"00' 00"£
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SYMBOLS
WORK TO BE DONE
SEWER, SIZE 8 MATERIAL
MANHOL E, DESIGNATION lJ STATIONING
RCP LDlan .. , TO SUfT TVlJut!L --..-=--:.._-*--==---"'-. --_ ... -'---.. +--_.. ---.-
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CONCRETE ENCASEMENT OR ENCASE
MENT PIPE 8 STATIONING
COORDINATES a BEARINGS ARE BASED ON US .
DEPARTMENT OF COMMERCE, COAST 8 GEODETIC
SURVEY, LAMBERT GRID
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E X 1ST I N G WO R K
SANITARY SEWER 8 SIZE
MANHOLE
STORM DRAIN 8 SIZE
INLET
CATCH BASIN
WATER LINE lJ SIZE
FIRE H'fDRANT
WATER METER BOX
VALVE
GAS LINE 8 SIZE
TELEPHONE CONDUIT
EL ECTRICA L CONDUlr
UTIL I TY POL E (TELEPHONE OR
ELECTRICAL)
GUY WIRE
I " , I
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t/ I ·/:71----~----------
TVPICAL FLEXIBLE ~'01--' .-------t
JT SEE DWG: G.7 . G2
DETAfL G~~,
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TYPICAL TUNNEL TO PIPE
TRANSITION STRUCTURE
f~i~Ji~'YD~~!J r p
LOADING Bi...OCK
r---- -_--L~ rl-~r_ --__ .~
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\ CULVERT -L ENG TH, NUMBER, SIZ E AND
MAT E R I A L (HEAD WA L LSI F
APPLICABL E)
JOINT SHEAR TEST
;oNO seAL E
,
CURB AND GUTTER
CONCRETE PAVEMENT
EDGE. OF PAVEMENT/ASPHALrIC)
EDGE OF TRAVELED WAY(UNSURFACED
RAILROAD -SINGLE TRACK
RAILROAD-DOUBLE TRACK
FENCE -WIRE
DECIDUOUS TREE'
EVERGREEN TREE
SOIL BORING 8 DESIGNATION
ROCK
RIVER OR cllEEK
SURVE Y MONUMENT OR PERMANENT BENCH
,
NOT iN CONTRACT
PROPERT'f LINE .
ANGLE POtNT OR HUB.
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FORCES ACTING ON SECTION
SIOE-BOT---+ TYPE
DETAIL (~0
M-K' M-KIPS U· K' ,4.(-KIPS f-~~-I--'-'-!""""'-'---~" .. --- --.. -... ~ --t
36 • (ZJ M244 -23.3 195 24.4-1.0
"". 90~·;~c!J;:..---+----+----+-----+-----!
!iJ! /8~_-+_-__ / 1_8_-+_13_,_0_+ __ 11_. ~_--+-_/_._ 7----/
78 I/-'
TYPICAL TUNNEL TERMINAL MI36 -136 170 13.4 /.8
r---7~~-_ 7. 7 8. I 7. 5 0 ~-'4.· __ ..L-___ ...L.-___ -'--____ 1 __ ....
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% .4NIVULAR SPA~£ ) I r-z" M.4X. • ~.! 11 LL ~ ....L..~=9'lJ~""".::./::..,:~_
.5££ NOTE I ---...JT~("'t) , 4(t).1-tl.vt/s
1 ! y;AVt~'LAR .sPACE
" , ....
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NOTE5
t lVNG'C.-:= TO RE7A'/N G)lf5-f'ETON TfiREE"
~/LJE51 G.(7Cf)//E TO 8EAR ON' GAfil('ET
IYfIE,I/ ..IOINT /.5' cv,v.5"tJAfMATEO,
GA5k'ET PRc550RE -,~5% ..filA! TO 50 %
UAY. OF ORIGINAL 5TRETCIIEO ARc/{ .
.2. SNALLER!.lJ. PIPE MAV BE BELL' SPIGOt.
.3. TI-IICk'Nc55 OFrONGUc" Groove MAY
YARY 8Y 5%,1 PROVlOcO THE 5uM OF
Fl:.L:Nr:, Or .:OINT REt:'O.J\ffi" "--1 "'·I,A/5IDE !i4CEOF PIPE 4·
WHEN .5,o/{ •. £ E,Y'::UD5!;:' I '. --------% (t),#/'V -fA,VNLILAR SPACE
THEI,f THI{"KNc:.~5 SHALL 8£ 100% (t)
AfI/VtJ5 TilE A.-VNtILAf' SPACE.
(ONTR.4CTO,f SJlALL SUBMIT DETAILS
OF ..IaWT rOR APPROYAL.
TYPICA L ReP JOINT
60 INCH I D AND LARGER
AS CONSTRUCTED
• . DATE MAR I" 1966·, ,
. .
1046~J
tHIS DRAWING FtEDUCED
TO HALF SIZE
)
.,.....::. " . , .
.
OF METROPOLITAN S EtyT TLE FilE R 202 '. RENTON GENERAL NOTES a SYMBOLS
M I SC .. DETAILS
Dr'AW(NG NUMBER
G2
DATE DEC. 1962 , SYSTEM;
l .... .' '\ { . SHEET NUMBER
2 OF 16
I,
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.METRO STfJ.
FRA.ME i COliER """r-1-----~
, CRcJJ1II.J ELEIIS TO
:,~ BE E~i/AL -,HtJRTAIZ , .
METRO. STI).
FR4HE i COYEIl
. ."
DIMENSIONS 8. REINFORCING STEEL FOR STANDARD
<i REINFORCING BARS
, / ','
TYPE' C . MANHOLES .
• -~':J: ~ CONe, DIMENSIONS
; 0 q h: u. ~ 1-_-t-_""""T_;-----,_-._~-~B,=.O-T..:.T.::.O+M---=S-=L7._A-=B_::_-_+_-_;;_7.S=-I.::.D.::.E~W-A-=L.::.L,r:S-;;-_--I_--;,.,...::.TO.::..:...P--rSL=.:.:A.::B.,,--,:--~+-_-::--o;:--_.,....-_::__:r-__r-~:_::_-_t
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f'REC4STCO)JC.SECTIOJ./ 54" 10'-30' 6'-67'-412" 14" 12" B" 8 11 5 4~1I 6 11 4 6'-1 IBIIS 4'-11 10'#4 6'-11 3~S 4'-11 4 11 5 6'-1 2 liS 3'-10 2·S
P~E'A5T 31'-50' 6'-6 7~7 15" 9#6 6'~1 22I1S 7'-2 3 11 5 6'-1 3'-10
Sl.A6' 57" 10~30' 6'-9 7'-7 12" B -5 6'-4 20'S 7'·2 3 tis 6'-4 4'-2
3'-I 17~ 7
17' 7
• ~, COke: AO./(JSTlk6'
'e, 8LOCKS
FoR#! RECES'S
TO.#ATCH
PRECAST JOINT
TYPICAL L.4TERAL
.~~!rp7:~' CtJAlN'ECTltlN
31'-50' 6'--9 7'-10 IS" 9 1t6 6'-4 22#S 7'-S 3 116 6'-4 4'-2
60" 10'-30' 7'-0 7~10 12" 9 Its 6'-7 20llS 7'--S 4 liS 6'--7 4'-6
i8'-6
IB~6
19'-5
19 '-s 'PRECAST
r:;OIJC.
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._. ACCEP1/4gLE
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BASE -SECTION
TOP fI,4Lr cJF PIPE Ttl BE
EE4fOYED ToaWTOUR OF
IA/SILJE tlr AlII. BROJ:Ek
EMES TtigE PLASTERED
SMOtJTII JIIITIf 4fORTAR.
TYPk74L FtlR.4LL
J/IIA,</HtiLE S -----r-I"
PRECAST' coke
8ASE (2JNltJ/./.4L)
BASE -PLAN
TYPIC4L L.4TERAL
COI.JI.JEC'"ION 7
,/
STANDARD TYPE A PRECAST MANHOLE
a" TO 21" (INCLUSIVE)
TYPICAL CONNECTION
DETAIL
, ,
'. MORTAR DAM I,(/VE£T TO
SPRII.JG LIN'E 2" TIiIC~-·~,
CROJIIAI ELEI/S.
T08EEQUAL
*
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COI/ER··-
GROOVE rOR 48"
Al.1f. SECTIo,{/
paCE .4PPROI/EO PtUG
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CLE. tV BOT my F4CE -
6 " AliA/. COYER
ORt>P PIPIAIG TO 8E SAAfE
SIZE AS' I,</TERCEPTELJ
SEWER
7211 TO 4a"
REDUCING SLAB
STANDARD DROP CONNECTION
6'-0 I)IA.
AfORTAR
SHELF, SLOPE 1"/)/12'
PRECAST CONe.
6A5t:: (OprIONAI..)----l.
63"
66"
72"
78"
84"
90"
96"
31'-50' 7'-0 8'-1 IS' lOlls 6'--7 2411 5 7'-8 4 116 6' 7 4'-6
10'-30' 7~3 8'-1 12' 9 liS 6'-10 22"S 7'-8 4'S 6'--10 4'-10
31'-SO' 7'--3 8~4 IS" 10·6 6'-10 24#S 7'-11 4"6 6'-10 4 -10
10'-30' 7'--6 e' 4
31'-SO' 7~6 8'-7
10'--30 '
31~SO'
7'--9
7'--9
10'-30' 8'--0
31'-50' 8~0
10'-30' B'--8
31'-50' 8'-8
10'-30 '
31 '-50'
10'--30'
31 '-SO ,
9'-2
9'--2
9~10
9~10
8'--7
8~10
8~10
9'-1
9'-7
9'--8
10'-1
10'--2
10'--9
10~10
10'-30'
31'-50'
10~4 11'-3
10~4 11'-4
12"
IS"
12 "
15 "
lOllS
II l1 6
10115
" 116
12" 14"
12" 10ttS
15" B" 12116
13" IS" 14" 12" 10115
I I 15" 12·6
t t 14" 10.5
13" 15" 15" 12116
14" 16" 14"
I I 15"
t + 14"
14" 16" IS"
10115
12116
II liS
13 41 6
4'-11
5'-7
7 ~ I 2211S 7 '-II 5 liS 7 '-I S '-3
7'-1 26'S 8'-2 S"'6 7'-I 5'-3
7'-7
7'-7
B~ 3
B'-3
B'-9
8'-9
9'-5
9'· 5
9'-11
9~11
2411 5 8'-25 I1 S 7'-4 S'-7
2611 5 B'-S slIs 7'-4 S'-7
24·5 8'-S 6 liS 7'-7 5'-11
2811 5 4'-11 10*4 8'-8 6 11 6 4'-11 7'-7 5'-11
30·5 5'-7 12#4 9'-2 6*5 S'-7 e'-3 7'-3
3CJ*15 9'-36 11 6 e'-3 7'-3
3211S 9'-8 7 11 5 8'-9 7'--11
32*5 9'-9 7 11 6 B'-9
26116 10'-4 7 115 9 '-S
2611 6 10'-S 7 11 6 9'-S
2811 6 10~10 8'S
2B#6 10'-II 7 116
9'-11
9'-11
102" 10'-30' II~O
,,'--0
"~IO
11'-11
IS" 17" 14" II #S
14116
10'-7
10'-7
32"6 II '-S 10 114 10~ 7
10'--7
108"
31'-50'
10'-30'
31'-50'
120" 10'"30'
132"
144"
31'-50'
10 '-30'
31'-SO'
10'-30 '
31'-50'
1I~6
11'-6
12~4
12~5
I I 15"
t + 14"
15" 17" 15"
12115
14·6
12'--B 13~6 16" 18" 14"
12'-8 13~7 16" 18" 15"
13·S
IS*6
13~10
13~10
IS~O
15~0
14'-8
14'-9
IS'-IO
IS~ II
17" 19" 14"
17" 19" 15"
16 11 S
16 it6
18" 20"
18" 20"
14" ISIiG
15" 12" 17116 S'-7
7 114
S *S
~
S lI5
6 11 5
!
6 liS
II' -I
II' -I
12'-3
12'-3
13'-S
13'-5
14'-7
14'·7
32'6 12114 11'-6 8 116
3611 6 14 11 4 11'_11 II 114
36.6 I 12'-0 9 11 6
42116 • 13'-I 12 '4
42t1 6 14 11 4 13'-2 "tl 6
SOll6 16 114 14'-3 13 11 4
SOll6 I 14'-4 12116
4011 7 t 15'--S 14 114
4011 7 s'-7 16·4 IS~ 6 13 11 6 5'-7
II '-I
11 '-I
12'-3
12'-3
13'-5
13:'S
14'-7
14'-7 7~1I
3'-1
3'-8
~
3'-8
3~10
~'-IO
:3 '-II
3 '-II
4'-I
4'-I
4'-2
4'-2
4'-3
4'-3
~O~-4
20'-4
21'-3'
21'-3
22'-2
22'-2
23'-1
23'-I
24'-11
24'-11
26'-9
26'-9
28'-7
28'-7
30'-5
30'-S
32'-3
32'-3
34'-1
34'-1
37'-9
37~9
41'-S
41'-5
4S'-1
4S'-1
STANDARD TYPE B PRECAST MANHOLE
24" TO 4a" (INCLUSIVE)
. "'" ,,<,," .,;:' ' ~""Hf'1'tJ'BF~ flift",·
TYPE A, /yITIfOUT BASi!
i-2 "CLR
-;::':""~'H+ NAil <7/' Allf
RJRALL TYPE,IiBH.II'8
8ELLS H4Y 8E C4ST /,(./
COI/C It'.4LL I/./STEAI)
or J:, "HI,(/. SIZE£) .!tl/I.IT
J
"EYE ~.
. -.' .-----"-"
RaiBLE JO/J/T-
SEE OE1/4IL
-1.-._ ........
I
RI.f'ER .JJI-IFT l?J BE.57lJ PH.
TYPE A, /f'/T.l/tJ//r 8.4.f'E
'R "8ARS
··SPIGOT EAlI) if/Til 'z· g.4RS . ACc"EPT4BLE E-"!.JI"
r--'--.I
'., ..
;----'--·X~ARS '
!s"BARS
I' /
.' 'j /
, . I
:c'I'tt-2 ~ * ,.".'\) / ...
"
,
I RI/BBER 6ASf:ET-
CEkfcN'74fORT4R,
P!4CELJ /,(./ fiELLJ
---------------.. --
TYPICAL FLEXIBLE JEI'INT
P1 PE AT MANHOLES
. g"TIIIC1( SLAB ;pI
REI'<//! ~ACELJ 2"
C'LR. elF BtJTTOH b/C'E
"Sx 1~5 f.lOOP
5PACE.RS
@ /~N°lc -----'
r-6/1TYP
I
·-T
E;JU4L
,s1-!4CES
4'-0
,oR "gARS./
'S'IIARS" . " .jh Z BARS. 7:48LE CIJ;ES
RE~'LJ C'IRCt/J/II,r LE;(/~T/I.
LAP 24:7' ,rtlR ALL .5'PLICE8.
• • ,vtJTE: If'lfERE T BARS E/./·
CR04C# OI.J JT SiEEYE BEI.Jf) , .
£)tll1/A/ AS I/./L/ICATELJ F .4LJLJ
, ..
\----_. ." --~---Y BARS ~J, ~WPJAN
@ LE/./6Th' AS REQ'LJ .. 7/,1'/.5' .
SEC T fON G 3 ,vOTE AiS'tJ 4'pPLIES TO
·U"BARS'.
STANDARD TYPE C MANHOLE
54" TO 144" (INCLUSIVE)
AlOTES
/. ELIJ/IIII.JATE 2't< 4' PREC'AST aWE SECTIO~ tlAI TYPE A E 8 H4N'lftJLES
LESS TIfAAI II'LJEEP TO CRtJ;tIAi OF SElf/ER. BEFelRE REL)t/CII.JG 7 FOOT
OEPTH OF.,' tJR 6' CIRCt/LAR H.4A1lftiLE SECTla,.vSJ !/SE REL)I/CIAIG SLAB
. FOR S(JPPORTII/G A!)'!(JSTIAIG 8LOC1(.5'.
2. HAAllltJLE f.TEPS ARE I.JOT REQUIREO.
d. PREC4ST I/ERTICIL SECTIOAlS SL/4LL COIJFORM TOASTM D£5'16'1J4TIOU
C 76 OR CI!AW 102
104626 . '';';' ,,' .
··ASCONSTRUCTED
. , ','
, ,. .
.DAIs MA 1fC'1-I II; 1966
:.,
SECTION ~~~
-\~-" ..
~ , .,' . ' .. ,
.'
. ~, , , '12'" TO 24" REOUCING" SLAB 48"
~. ALL·';»iAlr.!rt;ra'PrP/PE·:;,J!jWJi'~Y'II.iz~'P!' :M1Hi;mL-;l;.:"J~":'.1 ..
5... AU PtPES 'JiIlIlflt..AFf2)W£cr}" m ,H,)p~'-Ei /wr,ll FLEx/ill
. ,.ItJtA.lts P~,e TYPICAL ~TAIL. .)
TH IS ORAWfNG REDUCED
,TO HALF SIZE
OESlSffE!, E.dcr
DRAWN /?MA1
CHECKED J'i:j!!!..
METROPOLITAN ENGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R W BECK AND ASSOCIATES
MUNICIPALITY METROPOLITAN
-
for Melropoillon Engineers
I
. .::,.'..r. .... it.
SE TTLE , R 202 r Lr .. ~ ____________ _
DATE 'pEG 1962_
~ <.' \'.' . ,
, ,-:
• -i . ' ,
'} DRAWING NUMBlR
SEWER MANHOLES
R E N'TON
SYSTEM SANITARY G 3 ,
SHltT NUMBE;R
3 16· _ .. ~~_ OF__._-,_
1" e· I • J "
, ..
.!
... ,",'-.----.. -----'-.. ---.......... -.--jjIIij ---------. .............. ,-...-----..... .i--_~ ___ . _______ ....._...._ _______________ -__________ ...... _________ ..... :"!" ... ---...-' ....... _'I'!.4 ....... ..,
l ,..
, ,
-'", '''''' " <.'
" ~ IN, AI.ICHOR HOLE
FaR LA.o.oER.
'--/-_. CLEATS of/,/#IGN. YR"
. ffl.oE ,4T TOp, .3;,i )fI.oE
,4TeASE f 2/1LOA./G
METRO STANDARD MANHOLE
FRAME AND COVER
SCALE, 11/2 " =1'·0
r-I"¢IIOLE. 3REt/lJ
PLAN
.~-CAM TYPE LOCK-
S REcto
UNDERSIDE OF STANDARD COVER
SCALE: 11/2 ":: 1'·0
,
i 2sfe OM. I
/JMI.IU~CTtlREO U4&-,,--"-/<..L<:..LL~L·/6/~"»4·L/'c:::.·~i../~, ~~i;i/ '.' ;'AC/lII.IEfJ . / llnl~ ~1
LOCK POSIT/ON 7 ' /. T SURFACE ----,1-'-1
. i1 ~"",,,~ 1-'-L / Ii (IN SEG..+!EAlTS )$WERE cAM
VIINOLE
IEA.SltJE
RE~'£)
.s.~,~.0:~:-:: .. ~""' .. --t",""', W, LOCKS ARE "vaT PLACEO)
f . '. ' , '-I ~. (IN THREE SEG4fEI.ITS IP#ERE 6'\.. i C,4,# LOCI:'S ARE PLACE.o)
~
t SECTION THROUGH STANDARD COVER
SCALE: 3"=1'-0
. METRO ..5'T/). {'OJ/E;e
24'/)IA.
0/16
TYP.
r:H~LlflWG #,4A/.oL£-
2REQ'f)7
/
I. " .-
}/6 RUBBER /./ j I I .!4.* GASKET _./' , . ., 1..--. lkI f--~r-~~~%~M.~
TAP FOR .:vB" EVERLJt/R .
ST(/O -12 REctO.
METRO STANDARD MANHOLE FRAME AND COVER ..
~ PRESSURE TYPE '.
• ' ___ .~~~d, ___ ,._". __ ~ .. 'y " ,~~~~~:.3"_"'f,,:9_~
IJI~ LI/TII.IG
HOLE
KACHII.IE BOTII
8EA.I?I!/~ SI/R.64CES'--
24'.o1A,
~~ ~ -....... ""
STfJ.H.1I FRAME ~
SECTION G'iJ
NO SCALE
/
.'
-~. -'CLEATS
•
/ .... -VOl£) OPTIONAL
~'¢EWROUR
PIN' ._--
l~4:. i~.'4.A~·1
1-_ 2/'z .. J
IItJLE FOR STEEL
COTTER P/I.I
SECTION @
NO SCALE
;(IOTES
I. CAS'TIAIGS SNALL 8E OIST oTEEL AST dI. LJES/(f',!.IATIO~
A-Z7, GRAPE 70-.:1'6 OR ,!.IOPt/L,4R IROI.I A. STU
£JESIGN'ATIOA..l A-.f39, 6RAfJE 60-45-10
2. STEEL COAlPO}/ENTS SII,4LL BE STRtlCTURAL GRAPE
A.S THo £)Eo5'IGNAT/OI.I A-7
~
~
" "-
3. FA8RICATI01./'; ffORR'N.4N'.5'#IP SHALL BE 1..(/ ACCOR£)-
AN'CE fflTII A/'S.C 'SPEC, FOR Vl8RIOfT/al.l.! ERECTIOA../" ,
4. WELtJIMG S!lALL. COl/FORA! TO "COOE FOR ARC WELOII.IG
IN 8UIL.oING COI.ISTR{JCTION ~ SECTIOI.l4, IPORK'HAAI-
SIIIp, AAIERICAAI WEL.oIAlG SOCIETY SPECS.
, :." '"",J,' ~: ¥, ' •. '-, ' '
. -
• .. • ~ ~ ~ ..
~ ~ 10 -' -' -' -' , , "-,
(
II I I II
I II I I i
I~ 1'-IOIt' , ! I 2'-0'
/?'-O r,,"
2'-2"
2'-.5 74N
2'-0"
..
. t;r-
~ \1 ,t -', ,--~":'ll --~-+
2'_0· >-----... ---. ..... .
METRO STANDARD STORM WATER
INLET FRAME (TYPE I a n INLETS)
z'-o' _ . NO SCALE .,
, , _. ,
I J ( ) ( ) I
( ) ( ~
( ) ( 'J
( ) ( )
( ) ( )
1
( ( r
I ) ) I
J L
( ) ( )
( ) ( )
c ) ( )
( ) ( .. ~
, c ) c:= ) r , r--, 1
2'-0'
I
PAD
METRO STANDARD STORM WATER
$. ALL FABRICATEO STEEL ITEMS SHALt. 8E GALI/AA/IZE.o
PER AS,r.M. LJESIGI.IATIOI.I ,4-36'S I /1-.3'6'6 ArTER
CtJAlPLETE ASSEAl8LY I ;:;4BR/CATIOI./.
6. 6" o5'TO. FR,4AfES S!I,4LL 8E !/SEO EA'CEPT PYAIT. FR4#E
.f'IIALL 8E .9" NIGIII PRESS. FRAHE ..5'HALL BE
PRESSURE TYPE. 4iL COYERS SNALL BE STAA..ILJARf)
TypE AS S/fO/1/Af.
INLET GRATING (TYPE I a n INLETS) ..-
NO SCALE
\
' .
.. ~ .
,;<~,;;. i
, "'. >.' __ ..... _ .. _' <L.L>..~
. \
I
A . ) ,
", .-
•
SIGNED DE_ MET R 0 POL 1 TAN ENG 1 NEE R S MUNICiPALITY OF .M E T R 0 POL I TAN S E R 202 fll f .. _ ._ .. _ ~
DRAWN &111-BROWN ANO CALOWELL CAREY ANO KRAMeR
n HILL AND INGMAN R.W BECK AND ASSOCIATE'S HECKEO L": .. _
./:rl~IIe..>';' (""C4(d::.~sc A l t
APPROV[ffl. . .... --• AS SHOWN
for Mun'(.ll.!olily of 'Mt'lropoliion SC'Ollle
1'046' ""'1 .. f •.•
-
. .1
-- -
t--.~
ZN
~ .
II' N f, tf:
.~
;1
" , , I • " ,
_!l_ll • ..I1 JL JL
, ,
.... j) .. .JJ_ ..I1._Jl.-
I , ,n I. n ., ... ~ x/~ FB.
METRO SrANDARD STORM WATER INLET
CURB GRATING (TYPE I INLET ONLY)
SCALE: 11/2 "= 1'·0
z' (J • (7PEA/I!/G -j
AliA./. t __ 11./ IMLET S!Rt/CTt/RE IYALL AliA/.
• ,~ ,
.~
I
~
\l' ~~ ~~~ tQt.l~ "l~ ~ ~
~~~ ~~~ ~~
'-J ~ '~
•
~ 1-~ ~ -~ ~, ~
!
l-I--LJ I i~ I. OR/LL ~LTEf!,4TE SPAcYS _I .~
~i~ ,roR 'f& BtJLTS-C'..I!PCWLY ~I~ ~I~
l ~~ ZN 2" ~V) ~Wi -.-" ~ "-/ ~ ~. ~ ~~§: ;-.-
" ~~
--£)ITC/f :Wi/ERT
jl .~
" ~ / l-t-
-$ I ,~ -~ ~ <!>
Y; '1 '2 BARS
METRO STANDARD STORM WATER INLET
VERTICAL GRATING (TYPE m INLET ONLY)
I
1-1;-
SCALE, 3"=1'·0
, !
~I
'"
. +.
'I
, I • ~ .3 >{ Y,e F.E.
I
I ---{JPTIOA/4L SPLICE
~
METRO STANDARD STORM WATER INLET
TOP GRATING (TYPE]I INLET ONLY) .'
SCALE l 3/4 ":,'·0
I
1
AS CONSTRUCTED
... DATe ' A4A If'CH II, 1966
THIS DRAWING REDUCED
TO HALF SIZE
--;"
"
DRAWING NUMBE.R
RENTON
SYSTEM GRATINGS ~ FRAMES AND COVERS G 4
SHtE T NUMBER
_4 __ 0F~ __
. \ L • I v .. I 'I ,. I I 0
r
•
. ' .. ,. . .
..
.:,' .
TlIlJ/JEL
ID
72"
715"
90"
96"
" 1
tYPE I
L/IJER !l RE-SiL.
/I GA, "G ((i> Icr .. ,"-
~ GA. "6® 18"
7 GA. "6® 15"
~ GA. "'6 tli) 16"
---------7m"rt 5
/
~oTi4
""-~T LIJ.IC
I../OT£6
~-jjOTc .5'
TYPE II
LWER Il RC -SrL,
/JOTE .3 tJOIJE
AlOTE .3 /.IO/.lE
!JO TE .3 A./ol./e
IJOTE .:I 1.101./£
DETAIL C:0
LINER PLATE WITH CAST-IN PLACE LINING
. /.
TUAlIJEL
10
7pN
78"
-:
90"
96"
--...
TYPEr
SiL. RIBS RE-"'Tl
1/ r 7.7i;;)3~6 -6!(i) Itl"
. ----
., I 7. 7 "f;j) 3 .... ~ "'6 tQ) 18-
.;r ii?ii3~O ·6 fi!D I~·
-"---_._---
4-I r r-,a:; ":'0 ·6 'ii> 15
-----
..,-------POTE .~
.-----/JorE 14
~(JOTE4
/' ,,--'W LlJJE srr. .
. '.
b,' \ .
,t?15S M.41" PIlOJ.
W/IJJ ';4" WIE FOR
'VJ.!IS DETAIL
1~-'fAIJJ'
VOTES
'{JDTE T
,
'" """ '---+~porr p
j
TYPE II
SIL, RI8S PE-STL.
-IIOTE 7 IJDI./e
I./DT£ 7 IJOAIE
VOTE 7 /.IOUE
1.I0TE 7 /JOI./E
--
OETAI,L G;0
STEEL RIBS WITH ,CAST-IN PLACE LINING
',-,.
,. ~ I '., .
i
~--------f7CJrE" 5
----f./OTE4
.--!lIOT£" 9.
". . . . ~
'OtE" /0
'rlJ/JIJEL TYPE I TYPe 1r
10 IIJER fl. Rep L/uER Il. RCP ----
('2" /1 GA, CLASS II /JOTE ,3 CLASS r ---
. (1" .9 (lA, (;L.4$511' !JOT£" .3 CL.45S I
80' 7 GA, CLASSlI AlOTE 3 CLASS I -,-------
86-.5 GA, CLASS U IJOTE ~ CI..4SS I
~---.-,-" ..
,OETA fL (J~
'_ LINER PLATE WITH RCP LINER ~-----krr5
'TUIJI./EL. . TYPE I TYPE II ,-
ID Sit.. RIBS RCP Sri. RIBS RCP.
72" I/I7715J3:6 Ci-ASSII J./OTE 7 CLASS I
--
Ttl" 4-I 1. rr'Q),3'-c, CLASS U 1.I0T£ 7 CLASS I
-,
30" 4-I 7.71(pa, 0 CLASS [J IJOTE 7 CLASS I
----------------
. '6" 4I 7.7w~3.0 CLASS D IJOTe r CLASS I
-----------" " ---~---"
"OETATL 6;0
STEEL RIBS WITH RCP LINER
---lJotE4
.r---'b' 'drrg
' ....... ----,I.IDTE 8
v---/-l0TE T
I ....-------'igorE's
,------JJOTE'
1J0Te T
'OOTE 8
,
I
'/.latE' "
" . ,
.... '
lJOTE rc
~
TUIJIJEL. TYPE I TYPE II
Jt) RCP STEeL. RIffS ,Rep TL RIBS
.72' CLASS II 6 B 201'iiJ .1'-6 CLASS I /JDTe 7
7tf" CL ASS IT 65201'!iJ a'-o CLASS I AfOTE 7
!JO" CI.ASS a (i, B 20 I{P 2'-6 C'-ASS I /.IOTE 7
96" CLASSU (i,;Jr 26'(i) 2: 9 CLASS I /JOTE .7
DOE TArt. G~~
HORSESHOE WITH RC P LINER
rUAlA./EL. lJ!MEJJS101JJ
ID X V
72" 10" 12"
78 .. /0" I,S'
!JO· 12'· 1.5"
!J6" 12 u I~"
, '
~""'OtJ I
-'
TVPC' I
srE'£Z.I'fIBS Rc-srL.
., ...
~B E'ol(j) .3 .... 6 '71Ql 10"
lOB E'OI@,3'-O "'7 IQ) 1/"
----
(DBPOt;;) 2'-6 "7 r.2> IR"' --., ,. _ .. --.------
(DIY251!iJR'-!J "7 fQ) /2"
---~.
OETAT.L G;?
PM? ,J
______ -1.10 Te 2
/.lOTE 13
TYPEd
sn,RIBS RE-SrI..
I.IOTE 7 AlDIJE
IJDT£ 7 1.I0/..lE
1J0iE 7 /JOVE
I.}D7E 7 UOAIE'
I HORSESHOE WITH CAST-IN PLACE LINING
DESIGNED 4 Gc, MO
DRAWN IICC
CHECKED AGC
METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN CilE ~202_
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTfD RECOMMENDED ---F-"''''''~~~
Design Et"lgmeer -M4;!lrOpOldafi E.I"IglI"leer 5 PrOJ@'CT Engineer -for Me1ropoilTan E.f1gineers DATE DEC,1962
;;' i' ,., . , f ;.
I i · ~ r· 1.t. D. -MTnMrum 7Z-Jnef't, mll'Xfmum 96-fncfl. See sp!CtncatTom ~ bf~.
2. CAST-IN-PLACE LINING -Concrete shall be Type C with minimum of 6-112 sacks of
cement per cubiC yaraand 28-day ultimate strength, f'c ~ 5,000 pSi.
· .3. II NER PLATES -liner plates shall be slm ilar to those manufactured by Commerctaf
Shearing & Stamping Co. Except for minimum thickness specified for Type 1 section,
· liner plate thickness shall be the Contractor's option subject to the requirements
contained in the specifications.
4. GROUT OUTLETS - A set of 4 outlets shall be provided at 4'-0 ofe maximum for grouUnq
voids outside of liner plate or steel lagging.
5. GROUT HOLES -Holes for grouting voids between concrete lining or concrete 'III and
the tunnel support shall be spacea at la' olc maximum with at least one hole between
. each rib set.
i 6. "AM LINE -No tunnel supports will be permitted to proJectwrthln the fA" line.
\. 7. STRUCTURAL STEEl RI BS -Except for minimum size specified for Type 1 seclion,
I SIZe and spacing of ribs shall be the Contractor's option subject to the requirements i contained in the specifications.
8_ STEEL LAGGING OR LINER PLATE -Type shall be the Contractor's option subJect to .
the requirements contained in the specifications. Joints shall be sufficientfy tight
to perm it grouting of voids outside tunnel supports.
9_ PRECAST RCP -Pipe shall be ASTM C76, class as specified. Re-steel shall be Mo
circular cages .
I 10. CONCRETE FILL H~ES -Fill holes shall be formed or cored In RCP for filling voids
, between outside 0 Rep and tunnel supports.
11. FI LL CONCRETE -Fill concrete shall be Type D concrete with 28-day ultimate strength
of 2,000 psi minimum.
12. SILL -S ill shall be provided at each rftl set of It length and width as required.
13. SPREADER -Steel spreader shall be provided as required.
> 14. WNGITUDINAL REINFORCING -longitudinal reinforcing in Type f cast-In-place
In Ing shall be 15 @ 18' o/c.
'.
, '~ .
'~ .
, D : : 0 ".' . ~.
~ ,,-I"~ ,~' . ' .. .:,. ....
,0. '
: •... ., "
TYPE~#
./6" W5iP
WilEN RE·!!TL 15 REQ'O STOP
LONGfT '5r'L e CON'STR JT.
TVP TRANSV. CONSTR. JT
i .
J DONOVAN JACOBS,
CONSULTING TUNNEL ENGINEER
1046::3
RENTON
SYSTEM
AS CONSTRUCTED
DATE MAI?C'H II. 190~ , ..
-'THIS ORAW'NG REDUCED:
TO HALF SIZE
·TYPICAL TUNNEL SECTIONS
Ie, (. i "l.t. (! (~I') I ~: I I 0
DRAWING NUMBE R
G 5
SHEET NUMBER
5 OF..1.§._
••
--
, ' "
-, . ,
-'C -___t ----t---------t ----1
"---I ---_+-----f
--t-
--•• "~---...... --~ -_.---" _ ••••••• --.-••• ~ ••• -,. -.~---, --..... "' ."" •• --'.'?
•• ~ .. ~ -----'~-""'--'-"--'---"-~'" --~~-'---"'--"---r ~ ___ • ___ •• _
r-GROUND SURFACE
/ OYER rt. TUIJIJ£L
/
I
,
-----i~---_t_---I --------~---1_------~---~~----_+------~---~---+_---r_--~---_T------_r-----~
~~~'-~r---~----_1----~----,-r------I~--_+--·---~---___t ------!11' ----t ,-----+ ----+ -~--t -----I------I----+-,----+---+-------+-------I----t-------+-----+-~r___--+_-----+_----~I__-----t------+-------+--------I
~----~----_4------+_-----+------~----~----_4------~----_+------~----~----~------~----_t------+_-----r----~------~----_t------t_----_r----~r_----i-----_t----__;30
J DONOVAN JACOBS,
CONSULTING TUNNEL ENGINEER
NOr /,N TH!5SCHE'OVl..E"
M fI ROZ -18 5TA. 33f88,35
/'I. 194, 177. 78 /. ALL COIJSTRUCrtOIJ HITP/V TPC RAILI10AO R/W SPALL l'JE"
ACCEPTABLE TO THE IJPRY Co.
DESIGNED ..£P--
DRAWN -12IVL-
CHFCKED Jl/V'I .
150
I?O
90
30
o
£. 166~ 918.40
SEE OWG 10.3
50 I
49 Z r----® ----I
3
r-----~------~------~----~------~------r_----~------_r------~----~------',50
I
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METfWPOLITAN ENGINeERS MUNICIPALITY OF METROPOLITAN SE,ATTLE
BROWN AND CALDWELL CAREY AND KRAMfR
HILL AND INGMAN R W BECK AND ASSOCIATES SuBMITTED --Z;r~ ReCOMMENDED R.tb.iJ/..,-4
PrOleCT Englnf'er M~(loPOhTa~ lr191~\:'rs
APPROVED 1 f.:Jjj!rr 0..1 J '>P eJ7 VAPPROV;-~' "./7'/"" P::-.
Design E ngrnf'er Melropoillon tnglneers FOr Metropolitan [nglneers for Munlc<pcJllly of lVletropollton Seattle
2.
FILE R 202.. a..
DATE DEC 1962
SCALE I :: 100 HORIZ.
I":: 30 VERT.
AT THE CO/JTRACTORS oprlO).] rNC CUm'El} po.qnol./ OF TlIE" TumTE'r
MAY BE COIJSTRUCTED IIJ TWO OR MORE TAt.lGEA.lTS TO Tf.fE CURI/E
Sf!OWIJ
A TYPE II rUIJ,vEl SECTIOt.! SHAll 8E OSEO E"rCEPr AS 1J0rEo. SEE
,/)11"(;, G'~ I'"OR fJETA!LS. ,
NErRO HAS 08rAIIJEfJ 'TEMPOI1ARV EASEME,v'TS I'"ROM J. H. 8A-t'TER ~ ca
FOR WORK AREAS IJO. I ct NO.2. TI-IESE 'TWO AREAS SHALL RECe'IYE
ALL DIR'T I'"ROM TilE TUIJIJEL EA'CAPATIO)J. DIRT DUMPED OM TPESE
AREAS SIIALf. BE £:QUlPMEAlT-$PREAO 'TO A MA)(,IMI.IM lJEPTH OF z~
FEET A/JfJ SHALL BE GRAfJED TO fJRAIAI TOWARf) LAKE WA.5,J,1IA1GTOIJ
_ 0/../ A SLOPE 01'" AT LEAST f2 OF 1%. COMPACTIOIJ WILL /JOT BE RE(?UII?Eo.
EQUIPMEIJT AIJD MATERIALS MAY 8E STORED OIJ 80TH WORK AREAS.
tJUU(WEAO.s S~IALL BEMAIIJTAIIJEDII.ITIiEIRORIGIIJALCOl..lDITIOI.!.
Tf/£: CO!.lTRACTOI1 MAY CLOSE T.JIE I?OAO /'/OI?TII or THIS POIIJT TO PRW,/fTE
TRAl'"nC PRonOIJ/G TIIAT A/.IV TRUCKS OR YEf.fICLES !,</CIOEIJT TO THE
BUSIIJESS 01'".1. II BAYTER '" co. S.4'ALL /..lor BE PROHIBITED FROM USIIJG'
71-11S POI?TIOIJ or T.4'E ROAO.
1046::9
RENTON
SYSTEM
AS CONSTRUCTED
DA.TE: MARCH I I, 1'r66·
EASTSIDE INTERCEPTOR SECTION 3
PLAN AND PROFILE -KENNYDALE TUNNEL
DRAWING NUMBE R
PIOI
SHEET NLiMBER
6 OF 16
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STAL89 +40.51 0/./ SEC. e.
'EASTSIDE It.!TERCEPTOR
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FASTSIDE ItlTERCEPTOR
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Tl7E PEUETI1'ATIOU Or SIORIJ./G
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FIELD COVOITIOVoS'
TYPICAL TRENCH SECTION
-NO SCAL~'
, i
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Isa Dff. .4,1:;? roll STI<UCTURE
TO 8E COIJSTRUCT.EO AT
TW/IJEL PORTAL. (STRUCTURE
MAY BE PLACED AJ.lYWHER£
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liT CO/../TRACTOR',S OPT/OIJ) IF
pYE'RBUROEI..I E.f'CEEOS rf.lAT
'SIIOWJ.I. PipE Cl STRUCTURE SHALL BE
OE51G'IJEIJ FOR T.J.lE GREAT.EI? LCUlLJ
-,3+00 -2+00 -1+00 0+00 /+00
DESIGNED g;.4.J_
DRAWN 7>BItf
CHECKED IPty
METROPOLITAN ENGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R.W. BECK AND ASSOCIATES
MUNICIPALITY OF METROPOLITAN
APPROVED (&, __ ~]*~~~ 4PPROVED &r~
Chief fn9in('~r -Met olilon E'rlgineE'rs For Metropolitan Engineers
SUBMITTED ~=-Fc~~~-
Design Engineer Metropolitan Engineers
RfCOMMEflJOt 0 ~~~~a::a~4-SC~LC I = 50 HORIZ. APPROVE~ "
FOr MuniCipality of Metropolitan Seottle I :!t '0 VERT.
~
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!","rSMnJ: I
~~~~"~~=-=-:"::-~~' MAA'. TEMP. QIT LINE
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TO APPRO%. ORIGINAL GRADE
wi CLAS5 JZI 5UBSEQU£NT
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TYPICAL TRE/./el{ SecT/oil
.8ACKFILL.
104&30
ALTERNATE
TYPICAL TEMPORARY CUT SECTION
NO SCALE
!t.. MANHOLE R02-1? WHICH IS PARTOFTHIS .5CrrEDULE',
SHALL BE CONSTRUCTED .50 A.5 TO CONNECT THE E%/ST.
9G"RCP TO THE MANHOLE WITH A TYPICAL FLEA'. .JOINT-
2. ACCESS TO.J_ g: BA~TEH .. ~ CO ,SHALL BE MAINTAINEO
AT ALL TIMES,
'g.5LOPES WHERE NATURAL VC't!iET;fi/ON /5 D!5iUR8ED .. ,
SHALL BE TREATED WITH SLOPED .5URFACE TR£ATM£Nr;
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R£MOYED BY TNE CoVTRACTOR UPOU COMPLEilOAJ OF THE"
WOR/(', (THE COIJTRACTOR MAY LlTILlZE THIS SHEO LJLlR/IJG
. CO/../5TRUCTIO!J IF liE So DESIPES.)
''6: "POl?rIOI./S OF E%I.5T//JG A$PJ.lALT ROADWAY O)fMAt:EO Ollllll.lt:
'cOA./STRUCTlOAJ SJ.lALL BE REPAIREo TO COJ.lDITIO/../ e%ISTIUG'
PRIOR TO COVSTRUCTIOJJ
AS . CONSTRUe I U)
.Qm'E?r¢ANCH 11,19:85
rTHfS nRAWfNGREOUC£6
\ TO HALF SIZE
DRAWING NUMBE,R
FILE R 202 B
OATE OEG • .J962..
RENTON
SYSTEM
EASTSIDE INTERCEPTOR SECTION 3
PLAN AND PROFILE -Rep SOUTH PORTION
'P 102
SHEET NUMBER
7 OF 16
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METROPOLITAN ENGINEERS
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MUNICIPALITY OF METROPOLITAN FILE R 202 8
RECOMMENDED -ts:.:p~~~~
PrCl]eCI Englnf'er -
'~r.u,~~:Z:l~~~ SCALE ,--20' APPROvED .L--.t:.~~:::..,,!I~'.££l1UpPPROV(D APPROVE.~ -
Fo( Metropolitan E.nginE'erS For Municipality of Melropollton Seat lie DATE DEC, 1962
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'PLAN AND PROFILE SCALE: HORIZONTAL 1" ... 60', ·~ERTICAL I" .. 40 AS CONSTRUCTED
~ ________ ~ ____________________________________ ~ ________________________________________________________________________________________________________________ ~--------~--------------_;----------------------~D~A~~~~A~~~~~H~~~~/~9~6~6~ __ ~~~~~~~ ,
MET R 0 POL I TAN <iLE R 20.a.E_ RE NTON EASTSIDE INTERCEPTOR SECTIONS 5,6 a 7 DpW2GONiMBER DE"SIGNE"D ~
DRAWN~~
CHECKED wvy
MUNICIPALITY OF METROPOLITAN ENGINEERS
BROWN AND CALDWE.LL CAREY ANa KRAMER
HILL AND INGMAN R W BECK AND ASSOCIATES SUBMITTED $I{/~ __
DeSign E'ngmser Metrop:!',I6n t: ~gine€'r~ RtCOMMENDED
ProJec1 E"ngmeer 9 OF 16-
SYST EM PLAN AND PROFILE -HAZELWOOD TUNNEL SHEET NUMBER 7v::'£U~~;a~~ .. -'f SCALE.
for MurllClpolity of Melropollfan Scot !Ie DOTE ,OEC~1962
70
60
50 I--~~ ............. .
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0-700 0-600 0-500 ()-400 0-300 0-200 0-100
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'RE ROCK SURFACI1J6 WITH OIL OITell WJ.I£, FILL
'REO CI.IT REC?I.I~ OUST PALLIA TIP£.
I' SE. TJlICKIIE5S 3 MIIJUS PIT RUJ./ SU8BA •
S/-IALL 8E 3' MI/J. COIJTRACToR fJlALL
MAIA/TAIIJ AS IJECESSARY
TYPICAL ACCESS ROAD SECTION
;,5 CONS tRUC1:tD
IJOTES: PAlO::' !HARCH Il 1'}66
1-RIPLEY LAIJE SI-IALL 8E CLOSEO OFr AIIO RE-ROUTEO AS SI-Io/ll/IJ OURI/./G COJ./STRI.ICT/OAI
OF RCP PORTIOIJ AIJO AS REC?UIRED IF COJ./TRACTOI? DRIVES I-IAZELWOOL/ TUIJIJEL
FROM SOI.lTJ.I EAlO. FOLLOWltJG COI.ISTRUCTlOiJ COIJTRACTOR SI-IALL RESTORE RIPLEY
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2. METRO I-fA5 OBTAIUEO A / £MP(JRARY EASEMEIJT FOR A OISPOSAL SIT£' APPROX.
700 FEET WEST OF THE ACCES5 GATE LOC.4TIOIJ. Tlo/IS SITE IS APPPO)' 60FEET
WI/JE AIJ/J 350FEET LOI.IG ALOIJGSIDE LAKE WASI-III.JGTOJ..l, AVO 8£LOt.lGS TO
J. H. BA~'TER do CO. THIS SITE IS OIJLV APAILABLE TO nolE COIJTRACTOR FOR
Of5'P05AL or OIRT,' AIJV DIRT SPReALJ Sf/ALL BE GRADeD TO DRAIA.! TOWARD L,4k'E
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TI-IE EASTERLY EOGE.
3. Ot/ERI-IEAO TEL. CABLE, BELLEI/UE -REAlTOIJ TRU!.IK. IT TWE COAl TRAC TOR DESIRES TO MOYE
TI-IIS CABLE, I-IE SI-IALL CO/JTACT PLAIJT £J.lGWEERIA/G, PAC, u.w. BELL TEL, CO,) REJ.lTOlJo TI-IE
COAITRACTOR SI-IALL MAKE AU. AlECESSARY ARRAJ.lCEMEAlTS WITI-I TI-{E COMPA,uYAVt? PAY
ALL COSTS !J.IC/OEIJTAL TO AIJV ALTERATIOAIS OR TEMPORARV RELOCATIOA/.
DRAWING NUMBER
MFTROPOLITAN FNGINEERS MUNICIPALITY OF METROPOLITAN SE FILE R 202 E RENTON
SYSTEM
EASTSIDE INTERCEPTOR SECTIONS 5,687 l' 202
10 OF 16
PLAN AND PROFILE -RCP RIPLEY LANE PORTION r--'-SH-EE=T-N-:-:UM=SE-=-R -I rJ R () vV ~J A r\J U l A L U Vy' F LeA R ~ Y AN U K RAM F" R ecoLel =50 HORIZ,
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: 01 Metr:)pollton f nqlneers ~()r IVl,J 1'~lpullty e,' Mctrope,II'u'l :";cu"le DATE DEC 1962 H L _ A ~J U IN 0 \II /\ N F\' W !:JLCK AND ASSOCIA-l-';
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DESIGNED fI-J
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METROPOLITAN ENGINEERS
BROWN AND CAL DWELL
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CAREy AND KRAMER
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MUNICIPALITY OF METROPOLITAN
RE COM ME NDE 0 ./:4. t:£t.,/,.a.~~ APPROVED
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GRAVEL MATERIAL
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BACKFILL
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DRAWING NUMBE.R R 202 E
FIL E ~ 2 0 ?---"_ RENTON
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COAL CREEK SITE PLAN
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BROWN AND CALDWELL CAREY AND KRAMER
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RENTON
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EASTSIDE INTERCEPTOR SECTION 8
PLAN AND PROFI LE -SUNSET TUNNEL
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P 301
SHE:.ET NUMBE-R
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M U N I C I PA LIT Y 0 F
,
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SU8MITTfD , . __ ". __. RfCOMMENDtD •. _ I _ APPROVED • APPRQv(O /21.rf;ft. R4Ad rfR{J <
D8S191"1 EI'\~lneer -Metropolitan Enl;pneer'i Pro/eel E"r''';Jlrleer -MelroDollton fn<.jlneers Chief fngint'Er Metro itan fnginf'f'rs ror Metropolitan Engineers
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'rAID OF TUNNEL.
FOR 8L/Lk'H£AD
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SPECIAL TUNNEL SECTION
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CHOOSES TO OI5P05£ OF TUNNEL, EXCAVATION ON THIS
-PROPERT~ HE SHALL FIRST CLEAR AND CLOSE-CUT
.5Tt.lMP.s ON ALL AREAS TO 8£ FILLED.
3 APPROX, / MILE TO P055/BL£ ALTERNAIlVE',DfSPOBAL
"'sITE. USE OF THIS .5ITE .5HALL 8:'-ARRANGFD
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AS CONSTRUe I ED
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104.636
,
EASTSIDE INTERCEPTOR SECTION 8
NORTH PORTAL AREA -SUNSET TUNNEL
DRAWING NUMBf R
P302
SHU. T NUMBE.R
13 OF 16 ---
5CHELJULE 3 CON1J(AC7UI< .5!-1ALL
CONSTRUCT A ROCK DAk!" TVP
EL, 57.0, DAM SHALL BE BUILT
OF ONE-MAN ROCK.5 AND SHALL
BE WATERTIGHT.
T/,IE REROUTWG OF COAL CREEK 15
PART OF SCtlEDULE .3 SEE VOTE "-
tJl'YG' '?03.
SEE DRWG 304 (51-1.1 OFt)
FOR REV/S/ON OF TH .... IS~'"'?o.
STRUCTURE
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5C1-IEDULE 2 CO/JTRAC TOR SHALL COJ./,(JECT
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METRO STD, MANHOLE
FRAME t COVER
e"YENT PIPE WI BRONZE
INSECT SCREEN
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SCALE' 3/8 "= 1'-0
MLTROPOLIIAN !eNGINEERS
LJR'AWN _ HCC BkDWN AND CALDWELL CIIREY liND KRI\M~R
H'LL liND INGMAN R W BECK ANO IISSOC'ATES
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AS CONSTRUCTED
DATE: MARCil 11.1966
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RENTON
SYSTEM
EASTSIDE INTERCEPTOR -SECTION 8
TRANSITION STRUCTURES 8 COAL CR. CROSSING
f 303
SHEtT NUMBER
14 OF 16
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N. 219 457. 74
. \..-E 1667, 530.78 . I
IJ 21"125.090'\ BULKI-IEAO SEE [JET. 2/0~ TEMP. CONST: GR4[JE CROSSING,
CONTRACTOR SHALL CLEAR wi
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METROPOLITAN ENGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
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121 AVE SE
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DATE _DEC. 1962
.-
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PLAN AND PROFILE -WILBURTON TUNNEL
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DRAWING NUMBER r 401
SHE E T NUMBER
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SYSTEM
# ~R W, TRACK I
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FILL MATERIAL SHALL BE qRANULAR. CLAYEY .
MATERIAL SHALL 8E WASTED. rHE MATERIAL
SHALL BE PLACeD AND COMPACTED AS FOR CLASS
II SUB5EQUcNT TRt;NCH BACk'FILL, E.¥CEPT THAT
IQO" COMPACT/ON I~ REQUIRED..
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EASTSIDE INTERCEPTOR -SECTION 10
SOUTH PORTAL WILBURTON TUNNEL
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DRAWING NUMBER
P402
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TRVll.JG-ALUMINUM GP:AnNG TYPE 4.4" I%.~'
!3EARINCr BARS W/€ND BANDING" TNO EQUAL PANElS.
PROVIDE 4-13£NT CLIPS/PANeL FOR BOLTING TO
SEAT L. ATTACf.I aR4SS WIRE SCREEN OF 4x~M€SH
.0("4' WIRE To UNDERSIDE OF GRATING, WITH I3ENT
CLIPS f ~b" D14. MASS BOLTS W/Wt9Sf.I€RS SPAC~D
NOT GrREATel? THAN 12"o/c €ACif WtW_
• N
----
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h4N ,r;;-#7
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1 I
I
~'2_0
•
."
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•
•
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SECTION
3 " I SCALE: Ye, = 1-0
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---.£G2.0
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.. ~4 ~ 12 "r:W"R==-~
RJl? C;ATE
SLOT 'SEE
F~~~~ffi C/304---.../
. 2 _#''5 CfRCV4->t~~x,r~~~f~
z·1te,c -'WPf!30T.
L a"PRECAST 1/1
PANEL ~ '-d-
57,0
ADD€D REIN~ Cll?ClRAR HOOPS
4'-DIA. ~flOOPS 7~ b
(HOOPS MA
-SPLICED-) ~~ez:::z:;:;~
DESIGNED K L W
D.OWN DS
CHECKED AGe
,
-0
W!PWG
BOTTOM PLAN
12" Rep
CONNECT/ON INV. 52_75
" I SCALE : V4 ~ I -0
METROPOLITAN ENGINEERS MUNICIPALITY
BROWN AND CALDWELL CAREY AND KRAME.R
HILL AND INGMAN R W BECK AND ASSOCIATES SUBMI T TED ....J.J~....J.4\~~~ RECOMME" hIDE 0 ~+-.w...c.m'Iji.L_
D@siqn engineer
~o sro-,~~;.ii~iil!l!lI!lII~;Jl.~Jl~~~~~~~~~~~~~~~~~~ SEE DET. ON i
'. q. ,
•
SECTION
:t/ /I I SeA LE : 78 ; 1 -0
OF METROPOLITAN SEATTLE
APPROVED APPROVfO
ror Melropollton fnglnE'ers ror MunicIpality of Metropolitan Seattle
SCAL[
AS NOTED
.4-00.-....
. -0
fiLE ..R-302 E
DATE MAY 1963
5TD FLEt JT.
, ON DWe,. c,. 3
RENTON
SYSTEM
5YM.
GALV.
AFTER
FA!3'N
--4 --" .
-' II .
-----~. ----II
~3-#" EF I
ADDED REINF I
/jETWEEN
CONDUITS I
I
~ 5 ~~---+-11-+--~
I
I
1---
I
I
___ ..:...:..L __
5 ECTION
se ALE : I \12" = I!.. 0
. 0-
PR€CA<;T PANEL
_. '
.' q.
11
• .' • 0
'<1--._
-,OETAfL ~
SCALE: 1~": I!.. 0 _ ~
I
10-0 OPNCr-~~ -----~~.-
~c ~ FILLER(FIBI:RGLASS TC;~ A ROPE YARN)
TYP V4
-/ (!> • /
.' . 0 . o· .
'~#. I II '4->l1-G:, DWLS @/2
WELD TOC.
4C 72S GALV
AFTER ~A!3RICATlON
DETAIL ~
SCALE: IV;' = I~O ~
-_ d - -
. <I -
. . , • -. III
- . A - -
-. D ~
~ __ ~ __ ~~~ ____ ~--'~f-
3-#.9DOWELS EF '~
DETAr"L --{Ej,
SCALE: IYZ": I~O ~
IIOOK 130T 3~O --~"-
S'E C T ION
3 " SCALE: Va: 1'-0
AS CONSTRUCTED
DATE = /I1A ~C'H II, /966
REFER TO DWG 303 OF CONTR4CT G"C.-7 104640
EASTSIDE INTERCEPTOR SECTION 8
REVISED DOWNSTREAM TRANSITlO~ STRUCTURE
_ COAL. CREEK CROSSING . ,
DRAWING NUMBlR
5304
SHEfT NUMBER
I OF I
DESIGNED 1)(. '"
DRAWN Nce
CHECKED R,#'W
;(
! '
YaP ¢ PiPE
,s=o.oo-s
METROPOLITAN E.NGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
..... -----.... ~.-----------------~-~-
-
\
w/ FLUME
/!"-rIS'r. roo ~ PORT
110.1 V 510 r-
TWJ1JcL STA. IQ~ ~4/~
-----''1E;<'J;T'?7'S:s r. r-0 tI PORT
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\ :w. H. .:105 W/ FLUME
IIo.IV 58.0
---'(5" tI ~KTP. STR COA/e. PIP/!
5 r 0.0025
\MA TeN 1M/': -COIo.!"c. .I0lA.lT
COLLAR OR SVlrA!!JLE JO/AIT
APPROY~O -"y ~/5TRlcr·.5
EI.IGIA.I£EIC' -INY. 58.05"
'0£1:)---
ILOCAilOIJ .;;,.... ~
;--"T.?-~ PIPE
.5" O.007:r
SITE PLAN
SCALE: 1"= 10'
MH: sOG
lA/V OUT 5~.4r
lA/V 11./ 59. ~
MUNICIPALITY OF METROPOLITAN
HILL AND INGMAN R W BECK AND ASSOCIATES SUBM ITT E D RECOMM~ !\IDE 0 .;;.J¥4~U±~f1 4PPROvE D A PPR'OV[ D -::--:--:-c----:---:::-:--
Desi9 n Engin'!~r -MetrOl"olilon Engineers PrOjeCT Enqineer -Chief (nQineer -Metropolitan Engineers for Melfo~oliMn fnQinl!ers
BY .5EWERJJ/STR/CT
_ ?O'-O
8"
BV MC"TRO
---L ~E)'I5T. GROLlAlI) I -------..(-SUIC.&"ACE
::::flY SEWER DISTRICT
,---,,--~H DErAIL 5Hr:
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, ~l .. 10'-<;' .. .-9 '~O :t: I
I
I
/2''' 1$ cope.
'PIPE
CLAS'S ZI RACKFILL
" I,
, .
12" EXit< srI?
coNe. PIPE .... ~ .
5~.O
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PIPE"
'cone COLt.AR ~"MlU,
AU AROVloII) MATCH
I;.tVERT5
CD" MIA/. Col.IC
£A/C4S'trMcAlT ALL
'tI20LlJ.lIJ (TYPICAL)
"50.0 L
SECTION A A
SCALE. ~"= I' -0
.j. _ r
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/I' ----'l:F== ....
p ,
'lo"ExrRST/P. CONe. PIPE
'COM"'IJEfJ "EAI~
55°~ HORIZ.
<I~' VERr.
AS CONSTRUCTED
DATE: MA ~CH II, 1';66
1t04641
CHANGE ORDER FOR CONNECTIONS NORTH END
END OF HAZELWOOD TUNNEL
SEATTLE
A PPROV E. 0 -,---:-c:----c----c---:--
ror Municipality of Metropolitan Seattle
SCALf
AS NOTED DATE !JjAR. 24,6
RENTON
SYSTEM NEWPORT HILLS CONNECTIONS
tf·· ~;'" /.P, .-; r • I I (j .-. \
DRAWING NUMBE:. R
SHEET NUMBER
I OF
r--~"--~-------' -___ d ___ -.---------------------------=~~
100
50
0+00 _ C .,.-00 3 + 00
/
3-2+ .~4J / 2-14-(;.4 3-ZZ-b4 !
~-----~~~--4-~~O-~U~r-~E-~D~-+_---------~~~----------_+------------_+--GROUTED I I IRE-SrEEL SECnPN ~i .. -.
/ ~
1+ 00 2+ 00' 3+ 00
1+80
0;)
m
I
to
3+40 1_ 3 +(;,8
~ / I ~~
I
5+ 00 G+-oa
'5 +12
5+10
\7-31 -G4j ~-I" -31-{'3
/
1/ I
/4. __ 15+100 '''+ 00
(_-'5+92
~29-'
15+ /~
Q
I
($)
/////
_ &/{OUTED
18+ 00
I
19+ 00 20+-00
20+"8
7+ 00
9-"-G3
N
/
/ 'I I
9+/G.
I ,/ 3-/S-G.4
:
I
8+100 9+100 10100
-
B+04
20+23
,c;.~ouTeD
l I
2. '-AA -22+00 23+00
23+70
I
~ / '
V I
11+100
-
24+00
24+94
10-/2-(;,3
t
/0+17
t:;RoUTe-O
2 __
'3-+00 ,A
__ .11+48
25+75 25+75 25+34
1-12 -(;,4
XIX'XX" / x ,
/
,/ -'
>-.xx ~
z~+oo •
27+00
12-1'5-"3
_32+0S'
2-8 -(-'.3 LEGEND LEGEND
i
1 r ,
1
DE"SIGNfD
D~AWN _o_5",,--_
CHECI<EO
2B+I"'/;)
METROPOLITAN ENGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
HILL AND INGMAN R W BECK AND ASSOCIATES
c:r/?OUTt: D
31+ 00
}lOLE TI-IRU
/I-13-t:;3
RECGS5/0NAL
OUTWASH
GLACIAL TILL
ADVANCE
OUT WA S/-I
OLDER LAKE
SEDIMENTS
SILT MEMl3fR O~
ADV4NCE OUTWASH
SCALE, HOR'ZONTAL ,n., !So', VERTrCAL ,"., ~O·
MUNICIPALITY OF METROPOLITAN
SU8MIT T f D ____ ----,___ RECOMM[f'.IDE D ---------:-,--,----,-------,-_ APPROVED =,------;-:-==-===_ APPROVE. 0 -----:,---:-:-__ ---------:--=---:-__
De!;!9r'l E.ngmeer -Me1ropolitan Engineer>; prOII!C! E(,U:;JinlP~r Metropolifon [ngine-l!r1 Chief Enc;Jineoer -Metropolitan En9in~~rs for MeTropolitan Engil"eers
SEATTLE
A P PRO v E D -----:::---:-c::-:---:c-----::--,--,---
For Municipality of 'Metropolitan Seattle
filE R302E
SCliLE
OAT[ FEB 66
MINING STATION
DATe
LINING 5rA710J./
DATE
~
I Gl?oun/vG SlAT/ON
I OATt:
104&~2
DRAWING NUMBfR
~I
EASTSIDE INTERCEPTOR -SECTION 3
KENNYDALE TUNNEL PROFILE SHEET NUMBER
OF 8
-1""-( '-,,,-;-"" 0 V"7;-")~{,--;rf"" I !J" 1/ 1" '
__ 0+ 44
10-Z7-"4
7 ... 40_
6ROUTlE-D /
IO-25-G4
c;.ROUTED
--------------------------------------------of----------------------------------------'------------------------I~--..
ISO i
100
50
~'
f------------------------------------~-
RE -STEEL SGC"TI-_'O,,_N_-=--_________ ----+
/ .. 00 4+00
0+44
6RourE-O
----~-~-------------------------
5+ <&.2
7-3/-(;,3
2?O--~-----------~------------_1--------------~------------_+--------------+-------------_T------------
x --
--f-
i
I
8+00
8+,,,
22·84
10+00 11+00 12.00
r/+2S
I ,
-
c __
13+00 /4+00
/0-1/-'-4
'.c;RO(JTED
----~~~----'~' --o:t-
tro • Q
~ -
-
,--
f---
-----
15+00
14+12
---jj----
~ ~~ ~ IOO--+-------~-------~-------4_-------~------_4-------~~~~-------+--------~------_+---~~,~~~~~~-----~-------+_------~---------~_T-----------1_-~.
\ '~ \ \ '\ \\ 1\\ \ O--+--------~-------~-_r--------1_----~~----~~--------~-------~---------+----~ __ --~------------_+---------4_---~~--+_-~~-~--~r___---------_+---------=~r_-------~--23+~ 15+00 1'-+00 /1+00
DE SIGNf 0 METROPOLITAN lNGINlERS
DRAWN D S BROWN AND CALDWELL CARtY AND KRAMER
CHECKED HILL AND INGMAN R_W BECK AND ASSOCIATES
18+-00 I~ -1-00 21+00 '22+-00
18+44 18+99 2'Z+87
9-15-0
SCALE. HORIZONTAL 1""50', VERTICAL 1"= 50'
MUNICIPALITY OF METROPOLITAN
SUBMITTED RfCOMMEI'JOlD APPROVED .a.PPROVlD _____ _
Design Engineer -Metropolitan En(jtneers Pro)ecl f"n9ineer -Metropollton [nglneers Chief En(}ineer Metropolit(J1l Engineers For Me1ropotlton (n(}inr:oers
SEATTLE
APPROVE 0 ----~-C~=---
for Municlpalily of Metropolitan Seattle
SCALl AS NOTED
25t39
fill R302 E
DATl FEB 66
2(;+18
RENTON
SYST EM
27+00 26+00 29+00
1046·13
EASTSIDE INTERCEPTOR -SECTION 5-7 DRAWING NUMBf R
HAZELWOOD TUNNEL PROFILE SHE-E-T NUMBER
_~OF 8
l!J
?:: .::t:: -~
~ .....
250
? _.
I~a
/00
5'0
0
30+00
DfSIGNfD __ _
DRAwN D S
CH£Ct<E.D
30~58 ,3+55'" 3,+47
3-30-"3 10-5-'-3 /0-12-'-,
4ROVTED
~ ;; /
/ ± / I
--
,j f-
+
V ~ V
/ / ~ ... ----.. . / I--
,~ ~~,&.
1\ '\ ~~ \ ".\ \ '\ "~~~~
\
51+00 3'Z +00 33+.00 3++oQ 35+.00 %+00 n ... oo ~+OO
-30~92 I
33": 31 ;5"+39 3'·39 37+39
L8-23-G4 La -II<.-G4 L8-9~C.4 4· 30'~4 1-3 1-,,4-
SCALE, HORIZONTAL 1"0:50', VERTICAL I"" 50'
,..---.......
I -.
: : SCHEDULE 2 r - -~ I MAZElWODO TUNN[L
,.._ -_L., r---l SCHEDULE I
, I I I TUN .. EL -~l----~~~,-~ ________ -1~~-~-~~JU~-~-~ , , 110 UGJ..iTCN
CJELL.Ei UE ..
------.--,
CLY{)[ I.
I-4ILL MERCER ISLANIJ CITY
il11S DRAW1N(; REDUCED
TO HALF SIZE
- - -r.fc:Jrur AUO rurUflfr ctJu~rlltK'HJ/I,/
vcr '" ~"l./rR.tIt:"
- --- - -rrJlft'I.! " ,,,,, ft!ullA#It"$ IMZ
VICINITY MAP
r' L_ - -
METROPOLITAN eNGINEERS MUNICIPALITY OF METROPOLITAN
BROWN AND CALDWELL CARtY AND KRAMER
SUBMITTED R[COMME:r~OtO AP~~OvfD APPROVfO
Dt;&sign En~lne@r -M4e1r{lpololan Enqineer5 ProJec' En~'I'1f'f:' -MeTropolitan Enqineers Cn,ef [nqineer -Metropoli1on l!"lg,Mf'erS FOf Me1ropohlOfl fnf,lmeers HILL AND INGMAN R W BECK AND ASSOCIATES
SEATTLE
APPROV[O __
For M\JnlO;~,polorv of Me!ropollton Seottle
39+08 "11 + 013 .39+9'" 40+90;. 44+9'" 44+/8
'0-4 -"4 9 -27· "4 /0 -2Q-'3, IQ-27-11-1-"'3 ,/0-31-1;;'::;
c;.~OL/re-D 6RouTt:D
\ ~!
I"-~ N 1\ fQ L I . to J
/ / -,....
t
/ / I--
!/ l-
f--I-\ -_. l-
I r
--. -
-r-
c-
I II V, L
,/ ~~\
\ \ -
39+ 40+00 4/+00
38+83
/-12-'-4
,COLE AS NOTED
40<49~
~UU(J..lEAD
POUREO ----TO I3c LlNfO LATf:
SWITCH
To 8e UIJEIJ UITEI?
fllFR302E
DATE FEB 66
RENTON
SYSTEM
\ \ ~ 1\ -~ ~
\42+.0.0 '\44+00 4~\. 4t;+oo
41'5'~ '2:80~ 4'.3~ 44+0.0
'-1)-"4 IZ-I'S-G'3 ~LJ L' 1-11:40 ,-~o-"4 ~
MUCK I MAN LOCK --='---
EASTSIDE INTERCEPTOR -SECTION 5 -7 DRA.WING NUMBER
HAZELWOOD TUNNEL PROFILE SHEET NUM8fR
3 OF_~_
c· .>
3-31--CQS 4-/8-':'5
~RoUT~D
___ F---------------------------_~-----------------------------------------+-~----__________________________ 4~R_O~U~TE_D~ ________________________________________ ~--------~ROUTED ., ..
= T-==------1--------+-------+----------------------
,
-----
I _c
--'-
13+00 81+-00
74 .. S5
3-14 -",5
SCALE, HORIZONTAL t". 50', VERTICAL t" .. 50'
32+3«. 94+8(;,
9-1'3-G4 4-2~-'.5"
c;Roure-D -------+-------+----~ •
150
100-+--------~~-~----~-------~--~~~~,-~-------~~-_1~---_+-+-------+--------+--------
PSt
o-~--------------
87+CJO 89+00 90+00 94+00
!iI/liT DOli/AI 93-+ 38
t--=---+....l.....4I?FSUMf MIW'AJG-~4-_-4~_-C.-S-l L+--=-----==----+
9 -9 -~4 UIJDE(
A/~
DESIGNED METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SEATTLE
DRAWN IJ S BROWN AND CAL DWtll CAREY AND KRAMER
Hil L AND INGMAN R W BECK AND ASSOCIATES APPROVE. 0_
CHECKED
SUBMIT T tD RE.COMMEhIDED APPROVtD APPROVE.D ______ _
Oesiogn fnglfleer -Metropollton Engineers PrOJ~cl EI'1Qlnfer -Metropolilon [nQ,neers Chi~f E.ngin~~, -M~fropolitan Engil"lE'E'rs For MeTropoli1an Enginpers
--------~.
For Municipality of MetropOlitan Seollie
t5Z+-o0 83+00
83+94
IOZ+OO
96+00
97~21
"Le R 302 E_
SC~Lf AS NOT E 0
DATE FEB 66
//////
/itltitttl
--'--~---
84+00 87+00
\
50
--r--------\----~_;r------t~----~~I1------~O
/03+00
:; -I -C.S
98+
RENTON
SYSTEM
104+00 105+00
99-+-00 /00+00 101 +00
99+31 _ 101+32
EASTSIDE INTERCEPTOR -SECTION 5-7
HAZELWOOD TUNNEL PROFILE
t> j.. ",'" "11',' S I V L ""! ,:..J
/01+18
DRAWING NUIVIBlFi
-S5
SHEET NUMBER
5 OF 8
5+ G+85
3-2'1-";4
6-Ro U TE-O <5RoUTED crRoUT€-D
~----------~~--------------~~~----------------------~,L------------+-----------------,w~~--------~----
t::J.ROUTEO &ROUTGD
100
O-----~---------~--~------------~------------~~~--------_+------------~--~~~----~~----~------~------------+---~~------4_------------~------------_+~--------~~------------~----------~--~------
200
It;o
100
o
DfSIGNfD -=---=--
DRoWN 0 S
CHECKED
2+00 5+00 7+00 8+00 9+00 10+00 11+00 12+-00 13+00
Lac;.::.'!>
T"IW
L COMPo AIR
[6PsT)'0 12 PS I
12P5~/ ___________ p+I~{2~?')~/--~/~3~P~~~/--•• +!. __ --____________ ~/~3~P~S_~/ __ -_1_5~P~S~/ ______________________________ ~p~I----~1~~P~S~/ ____ • __ r
SCALE ,HORIZONTAL ,"-SO',VERTICAll"=50'
14+10 14+61 15+-35 18 + '" 17+G.2. 18+91 20+4(;. 20'HJ7
4-3a-~4_ ~,,-30-"4-7-'5-(;.4-111-/5 -,,4--
.7-IZ-G4 1-31-(;;.4-11-30-«>4-/ 19-~ -,,4-
t:;RourPD &ROUTF-D
~ro.,
-~ ;{ / / ! / ~ I
V / V ll'?:::! /H / I / -.J
/ -.J ~ ~~
/',AX /// V/ I. / / / //////// //// /1/.
~ ~/ / / ~~ f////' / /////j// ~ l I ~ xQ0c~ l -~ ~( / ,)< X xx
l-
--/ / /
/ V A-
I
I
","' , I " '" "-
,Ji 14+00 '(;:,+00 ~ .. 1 (5.13
4--12-"4 41R OFF \4-30-'-4,
4 -2/-(;"4
MIN 12 PSI
M4X 22 PSI
METROPOLITAN ENGINEERS
BROWN AND CALDWELL CAREY AND KRAMER
\
,
17+00
,
I-
IB-IOO
1" .. 1?-
\.14-(;,4)
MIN 4 PSI
lyfA'" 20 PSI
/
II
~ ,/
'\'~"
19+00
MUNICIPALITY OF
/ -t'
j -
/
.
\
20. 21
J9t-«'~\
-?I~
+ lOPS! --~/~~~P~s~/--~'I-'-------
METROPOLITAN
/
/
Z'Z+oo
20+54
"-30-"4
BROKE DOWN
(R£5LJME MIN/NG
7 -20~"4-IOPS/)
SEATTLE
HILL AND INGMAN R w SECK AND ASSOCIATES SUBMI T T £. D c----c------RtCOMMU>lDE 0 ---:-:----:--.,--__ APPR OVE" D ~ ____ :--:--__ APPROVE D
D@sign Engineer MelropolllQ() Er'l(;!lneer~ Project [ngil'1eer -MetropoliflJl'I fnqinll!!I!'f5 Chief E.nginE-fOr -Metropolifan E..nginel!'(S
APPROVED __ :--____
For Munic'polit~ of -Metropolitan Seattle for Metropolitan Engineer s
/
~
~~'
23+00
MJ!.I 5 1>51
MAX Ii;" PSI
scm AS NOTED
22-10
9-13-"4
C3ROUTED
AAXX'/ /
X~ /
/
/
~~/
\
r\
Z4+00 25+00
DATE FEB 66
23+7B
"'-2~~
RE NTON
SY ST E M
24+,,(' 27+23
19-20-64-:? -'27-"4
I *'1--~ /
!
-
~ L .....
'-l
j ~ ~ ~
, ,~~~~ -~
I
+1 --j
....
/ ~ ~" --
-""-'\ ~
2"+00 27+00 213+00
o 6 ..... ~' 1 4 .. ,
FRee AIR am ....
EASTSIDE INTERCEPTOR -SECTION 8
SUNSET TUNNEL PROFILE
t-. c : ~_;" r -", : ",','" .,' ) V /..,\ ", ...... , ... - .
DRAWING NUMBl R
S>6
SHEET NUMBER
6 OF~
28+77 29+79 30+-78 32+-3,", 34+91 . 37+47 40+03
9-30-"'4-12 -"'-<#4 JO-11 -,",4 10-IS-iD4 10-25-,,4-lO-31-G9
4P'OUTE-D &:RoUTED --.. / -
/ kS p eC/-4L ) / Kt -Srr:EL SECTiON
/ DELt?TEO (CO"1
/ / / / / / ~ :w ~// / /M/_ ;:; %2/ ////j ~dr """'" ~ / /; h z= --------_. -/// --
200
/'50 I .~ ~" ~~I /~I
-
//h V 1/ ."-~ ~~~~ .~:,;~ ~ / I /00 ~ ~~ / ~ ~ / .. ~ / II ~ ./ ----/ "''''~
" '\.,
~~ "~' " '~' ""-
o -.~-~,------~-.. --. '"
O[SIGNfD
. --~-----------_ ..
Z8+00 29+QO BO~oo 31+00 32+00 3!3+00 34+00 ,S+oo \ 3C.+OCJ ~7 .. 00 3B-+oO 39+00 4O~OO 41+00 4Z+00
Pf{EE AIR \ rli.'cE AIR
\ 29+10 \ 35+42
,-'31-"4-8-9-C:;4
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104613
EASTSIDE INTERCEPTOR ~ SECTION 8 METROPOLITAN SEATTLE MUNICIPALITY OF m,R302E METROPOLITAN ENGINEERS
DRAWN D S BROWN AND CAL DWn L CARry AND KRAMER
SCAlf AS NOTED
RENTON
SYSTEM SUNSET TUNNEL PROFILE
CHECKED HILL AND INGMAN R W BECK AND ASSOCIATES SUBIVIITTE.D RlCOMMEr>lDfD APPF'.!OVtD .o,PPRQVE.D ~ __ ---: ____ APPRQVE.D __ . __ ----c-~ ._. __ _
Oesign rnQineer -Metropolitan Engineer'> Pro/eel Eng,I"Irer -Mel(opoh1o,.. Engineers Chief E.nginerr _ MetropOliton Engin~f'rs ror MeTropolitan Engineers For MuniCipality of Metropolitan Seattle DATE FEB 66·
DR.o.WING NUMBER
SHEET NUMBER
; i .
0+25":
.-. , .. ~
/ -.-.~
'0 ,
I f-1-'. /
4+ l~
10+20 -
7-5-~4
10· 70
10+98
1:l0.1 '''OLK. I
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o--:=-'-:::-:::------'t--~ =-------,."~:;:_----__=+=__=_--------
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IMWtJ M1NfA/tJ-TO END
+2941-1
-
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150
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13-t3? IS-+O J _ rS+SJ _ orr +97 21+(,,7 /4-(,9 l\
3-22-'-4-3-Z!H;;4 '3-31-~4-4-5-"4 4-12-(;;,4 4-/9-"4
SCALE r HOR'fIONTAL ,"" 50', VERTICAL ,".50'
METROPOLITAN MUNICIPALITY OF METROPOLITAN ENGINEERS
BROWN AND C~LDWELL CAREY AND KRAMER
HILL AND INGMAN R W BECK AND ASSOCIATES
DESIGNED ~-=-_
DRAWN D 5
SUBMITTED RECOMME"IIIDE.D 4.PPRDVED APPROVED _----,-, __ -=--_
De-sign Englne-er -MetrOPOltfcn Engineers PrOtect Enqonf'er -Melropol.lcfl Enqll"teers Chief EnQineer -Metropolitan [l"Igineers for Ml"ltropDlllon Engineers CHECKED
SEATTLE
A PPRQV E D ------c-~---",------=-~
For MuniCipality of Metropolitan Seattle
SCALL AS NOTED
FILE .,R302 E _
DAH FEB 66
RENTON
SYSTEM
START 2"+33
C.-2Z-C.4 1/ 5-2/-"4-
I?€-57 bEt. --sc, r-.
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----
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25+00 2(;.+00
Z'"+03 HOl~ ru~
4-2"'''4-4 -21-'-4
EASTSIDE INTERCEPTOR -SECTION 10 DRAWING NUM8fR
S>8
WILBURTON TUNNEL PROFILE SHllT NuMBER
~ OF_8_
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