HomeMy WebLinkAboutzS-2986SetSEC.23, T.23 N., R.5 E., W.M.
woow�
SR169 42+241.088=
1154TH 1+005-691
BEGIN PROJECT
Cj)
n —
co
tQ
>
152ND AVE. s.E.
V
rsic"OIA NE / � ® � I
6
L
AP E- � w L L
Y
X m LAI
it
RmF
u,
0
3:
'H
PL. S.E. 1+
ul
N 14*18'51" E
36
M...m
V)
Ld
z
_j
3:
ILL --jr
A5
10 15
_RS
34
—
33
32
I'll,
]SHED GRADE
34
im m 100 10 1
g
EXIST.
SSMH
STA. 1
TOP ELI
KING COUNTY
R70 2
03 .6, 3.5
-32-19
n RT
32.04
28.29
31
30
0
0,
33
+
II
_T
"—'CLEANOU
Flo
29
I
p
32
g, pr,
q
28
"W
I R#f
K&
EXISI.
< 31
27
RIVE
INTERCEFTOR
0
ROP CO
SEE DEV
nm qrw-
Ld
q
R
&%
AI N
-gg i
30
THIS SHEET MODIFIED TO
R
§1
26
25
REFLECT CONSTRUCTION
QQ
-EXIST LE
= 26.4
24
29 RECORDS., APRIL 2ob6l
)mn, pvc
0+950 0+975 1+000 1+025 1
Ix
ICHECKED:
FIELD BOOK:
SURVEYED:--
SURVEY BASE MAP:
DESIGN ENTERED: FOTES
DESIGNED VANDERBURG
GOTZ
5PE 4-.G4*
Penhallegon Associates
EL W48TAD
w-AdmE F-M
jAjcx3BR
800 FlFrH AVENUE
SUITE 3800
SEATTLE WASHINGTON
98104-S122
TEL: 206.340 06.340.2255
FAX: .2266
FED. AID No. BRS-M171(001)
PROJECT No. 401288
SURVEY No. 23-23-5-23
MAINTENANCE DIVISION No. 4
VAND
(t
1.15%
Ms-
MERIDIAN
p
2002
Consulting Engineers, Inc.
2002
1
lFnq.,i,q Pi-ni- Sreyj�g
A -98:Dl
PH (21�),-1855 1 BO0 -9-5-9405
Kilkld-�SgZf�tle- Fed .. I Way - Portland
DATE
REVISION
I 'EXPIRES 4/4/
NORM ZONE, METER
RmF
u,
0
3:
'H
PL. S.E. 1+
ul
N 14*18'51" E
M...m
V)
Ld
z
_j
3:
ILL --jr
M
36
35
10 15
_RS
I'll,
]SHED GRADE
34
im m 100 10 1
g
0
0,
33
+
r
N
32
g, pr,
"W
I R#f
K&
< 31
EXIST.
GRADE
0
Ld
&%
AI N
-gg i
30
THIS SHEET MODIFIED TO
R
§1
REFLECT CONSTRUCTION
QQ
SAN-
R SEWER:
29 RECORDS., APRIL 2ob6l
)mn, pvc
F71 I
5PE 4-.G4*
1.15%
Ms-
MERIDIAN
p
W.S;P.C.s
NORM ZONE, METER
27
26
25
W, 83/91
CALL 2 WORKING 'DAYS'
BEFORE YOU DIG
1
1
14-L 1-800-424- L 5555
(UNDERGROUND QTIUTY LOCATIONS ARE APPROX.)
1+075 1:
KING COUNTY; DEPT. OF TRANSPORTATION,
HAROLD TANIGUCHI, DIRECTOR
ELLIOTT BRIDGE4 3166
SHEET 146,
OF
BRIDGE, REPLACEMENT PROJECT
159 SHEETS
SEWER PLAN
311 -25 (146)
�T'
SCANNED 1, 2 7,12006
40
39
38
37
36
35
34
33
32
NOTE: —
DIMENSIONS WITH " *" IN VICINITY
OF BIKE TUNNEL WERE MEASURED
AT TIME OF INSTALLATION. 31
** ELEVATIONS AT ABUTMENTS 1
ig & 3 ARE DESIGN VALUES do WERE
NOT MEASURED DURING OR AFTER
CONSTRUCTION. 30
FIELD BOOK:
SURVEY BASE MAP:
DESIGN ENTERED: FOTES 2002
DESIGNED VANDERBURG 2002
CHECKED: GOTZ 2003
0
0
a
V)
W
z
J
U
Q
O
O
2
LO
Q
N
W
z
J
2
U
Q
g
SEC.23, T.23 N., R.5 E., W.M.
IE
508mm Q.D. HDPE
,Y SEWEF IN
PIPE SI ILAR TO
ON SEW-16
,. 1 +123.0, 1.1m -
-
a4
29 ------ - - - - --
19 .Om 610mm CA SINS
CENTER IUNDER TUNNEL
28 TRANSITION COUIPLING
1 +125
DATE I REVISION
Penhallegon Associates
D EL
K
PROJECT No. 401288
`
HAROLD, IANIGUCHI; UIKtGIUK
i pp
ELLE ®TT ®1 —i� ®GE # 3,166
sHEEr 147 .
OF
Consulting Engineers, Inca
goo FiFTH AVENUE
SURVEY No. 23- 23 -5 -23
.g. ONE,
°b�eCtgg88�
BRIDGE REPLACEMENT PROJECT
-
159 SHEETS
-
E,gm —l5 P c S -yi q
o
SUITE 3800 >
SEATTLE. WASHINGTON
s z oeioi
PH: izo ess aoo aas -aaoe
...........
98104 -3122
E 206:3402 ss
MAINTENANCE DIVISION No. 4
�s .4
SEWER" PLAN
311 -25 (147)
BY
DATE
Kirkl-d- S- ffl. -Fed—1 w r- P-11 —d
`
A&. 5- 24Ydoo2 SCANNED OCT 27-2006
t
CURVE DATA
IL 34 °48'45"
R 355.000
L 215.696
T 111.293
PI STATION 1 +469.67
PI COORD. N. 401788.945
E. 53013.120
I�Ix
FIELD BOOK:
SURVEYED:
SURVEY BASE MAP_
DESIGN ENTERED:_
DESIGNED VAND
CHECKED: GOTZ
O
(V
2
H-�
Q
N
fn
W
Z
J
T
U
H
Q
40
39
38
37
0
In
N
36
2
e}
35
Q
34 to
w
Z
J
33 =
— U
t—
Q
32
Q
Q
�JJ
U
100 YR. FLOOD Eli. 31.9
31
I
30
I � !
I
.ORDINARY HIGH WATER EL.
29
SEC.23, T.23 N., R.5 E., W.M.
cq
i
Rxo
so
1 \
o
\ � I
/ ( a °l \
RAW PL. S.E. (/ ( R W
� CKS
!—CO•NC
` LO %
gt _ -� _ / SSM �4 Y I I PROPOSED STORM
STA 1 X336 \ II� DRAIN (TYP)
1.1 �2T
SSMH #3
! 00 — IiIl4' STA. 1 +316.0
1.1m RT 50 SSMH s — toi z 1'f
ET 148
SHEETS
B
HAROLD TANIG DIRECTOR
f
2002
Penhallegon Associates
K NC.
PROJECT No.
401288
s
®UCHI,
�+
ELLIOTT BRIDGE # 3166
TES
IURG
2002
Consulting Engineers, Inc.
E„9 P. su ey
800 FIFTH AVENUE
SUITE 3800
SURVEY No.
23- 23 -5 -23
$ aola
�13T88�
BRIDGE REPLACEMENT PROJECT
ee <rg y
ieoi za .E.,e s�« iaoa
SEATTLE, WASHINGTONslOAI<1L'
2003
cH- 4a' ass 1-300 945 -8aoe
98104 -3122
TEL: 206.340.2255
�,..
CC`A /Cp PLAN
SEWER
(zos;
......
FAX: 206.340.2266
MAINTENANCE
DIVISION No. 4
EXPIRES 4/4/
%1
DATE
REVISION
BY
DATE
Kirkland- Seatfle- Federal Way- POrl /antl
A3:5 20L.0o6 SI
s
� �_p
.ty
7777,
w ra J
5
y
ET 148
SHEETS
SEC.23, T.23 N., R.5 E., W. M.
48
47
46
45
44
43
42 O
O
41
LID
40
Q
e—
N
39 W
Z
J
2
38
Q
37
36
cI
FIELD BOOK:
SURVEYED:
SURVEY BASE MAP:
DESIGN ENTERED: FOTES 2002
DESIGNED VANDERBURG 2002
CHECKED: GOTZ 2003
DATE
STA.
TOP:
IE =
_
WIRE
/
R/W
�—
5 0
—DITCH
w \
I
I
GRAVEL SHOULDER
5 - 10 15.1
W
�
- -
SCALE
IN METERS
I
I
i
I
I
L0
48
47
I
�
I
V,_
UJI
45
5 1200 mm
76.7, Om
— 44--',L
DIA.
RT
42.285
IN =39.5
5 EYJER
44
OUT =39
73
9
43
�+
42
"
AS A9ft,AAhAh,&
REVISION
i+
425 1 i 1+450 1 1+475 I I Itnzo I I 1 1-800-424
—
(UNDERGROUND, UTILITY LOCATIONS ARE APPROX.)
FED. AID No. BRS— M171(001)
KING COUNTY DEPT. OF TRANSPORTATION SEW -4
r HAROLD TANIGUCHI, DIRECTOR
B
ELLIOTT BRIDGE # 3166 SHEET 149
� &
Penhallegon Associates K Q PROJECT No. 401288
Consulting Engineers, Inc. 800 FIFTH AVENUE SURVEY No. 23- 23 -5 -23 ` - OF
a S,�,eY,9 SUITE 3800 a°�j $ i701Bg� BRIDGE REPLACEMENT PROJECT 159 SHEETS
so z.- ,coo SEATTLE, WASHINGTON
a TEL- 203122 �9fuxeL 311 -25 (149)
»., 'z�oc— g_-a.s 800- 945-9 403 AX 206.3 0.2 66 MAINTENANCE DIVISION No. 4 E FIRES 4 SEER PLAN
BY DATE Kirkland- Seattle - Federal Way- Poifland , - - --j
A3 5- Zgt6Ot SCANNED OCT 2 7 2006
s ws 1 .�. .
Rmn r � -
FIELD BOOK:
SURVEYED:
SURVEY BASE MAP:
DESIGN ENTERED: FOTES
DESIGNED VANDERBUR(
CHECKED: GOTZ
DATE
59
58
57
56
55
54
53
52
51
50
49
48
SEC.23, T.23 N., R.5 E., W.M.
0
Lo
F-
W
z
J
2
U
Q
59
58'
57
I
-
I
56
j
I
55
Or m-
i
SSMH
STA. 1 +827.0,
TOP ELI.
8 1200m
Om
- ,55.50-
DIA
RT
55.487
I14=52
I
5. 74
-
I
�.
I I
_
IE 5�-�$5
i
OUT=!
2.68
I
i
I
II
I
3m STUB
SLOPE
- WITH
� .50%
9
P
I
I
i mm
STA. 1 +570, 0.8m L
TOP EL 9�
I E 59 - +74,58
50_064
j
IN -47.43
OUT= 47.361
- -
I
I
ER
I
I
I
SP
I I
�Om
I
-
I
i
i
i59
( 5`loe
I
I
I
,
i
I
I
59
58'
57
56
J r
55
Or m-
MANHOLE FRAME AND COVER
SEE FRAME AND COVER DETAIL
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
A
" TYP.
B
MANHOLE NOTES:
1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER MANHOLE FRAME AND COVER DETAIL
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES. INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL
48" MH
54" MH
60' MH
'A'
'B'
'C'
'D'
'E'
48'
6" MIN.
5 "MIN
24' MIN.
21' I.D.
54'
8" MIN.
5.5" MIN.
24' MIN.
24' I.D.
60'
8' MIN.
1 6' MIN.
42' MIN.
30" I.D.
FOR 5/8 " -11 N.C. x 1 -1/4"
S.S. SOC. HD. CAP SCREW (3 REQ'D.)
�TYP. NON -SKID PATTERN
2" RAISED LETTERS AS
\ REVD. SEE NOTE No.3 BELOW
`- UNDERSIDE SHOWN FOR CLARITY
3/4" CORE (TYP.) ON 23" B.C.
5/8 " -11 N.C. 1 -1/2" CORE (TYP.) (LOCKING)
ON 23" B.C.(TYP. 3 PL)
FRAME (LOCKING) COVER (LOCKING)
NOTES:
1. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL
2. USE FRAME AND COVER FOR SEWER (SPECIFY "SEWER" ON COVER),
r 5 /8" 3/8 x1_3/8"
1 2"
1 SEAT -II- -II- 2 -1/2
25"
SECTION B -B
FIELD BOOK:
SURVEY BASE MAP:
DESIGN ENTERED: FOTES
DESIGNED VANDERBUR(
CHECKED: GOTZ
26 -3/8"
25 -1/4"
24"
1 6'
-� I-- 1-1/4••
23 -1/,V
SECTION A -A
MANHOLE FRAME AND COVER
NOT TO SCALE
REVISION
t .r Y
( l�
j ®JCFVNE TAD
Penhallegon Associates K JACQJAMC
®B, RG.
Consulting Engineers, Inc. .. FIFTH AVENUE
E g pi-i"3 UTPE 3800'
so z iaao SEATTLE, WASHINGTON
s 9eo 98104 -3122
06) 441-1855 1-800-945-8408 TEL' 206.340.2255
FAX: 206.340.2266
Kirk/antl- Seattle - Federal Way - Portland
SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE 24" STEEL CASING
CITY OF RENTON UTILITY DEPARTMENT, THE SPECIAL PROVISIONS AND THE CURRENT EDITION OF THE PIPE
WSDOT /APWA STANDARDS AND SPECIFICATIONS. O.D. =24.0" (609.6mm)
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S I.D. =23.8" (604.52)
RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
3. A PRECONSTRUCTION CONFERENCE AND A 72 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW NOTE:
SANITARY SEWER CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE CITY OF PER SUBMITTAL OF FEB 23,/���, /
RENTON'S REPRESENTN 2005, CASING PIPE WALL E PRIOR TO LAYING PIPE, INSTALLING CASING OR PLACING MANHOLE SECTIONS. i
THICKNESS IS 0.135 INCHES
ANY PIPE LAID WITHOUT 24 HOURS NOTICE SHALL BE UNCOVERED, EXAMINED BY THE CITY AND MATERIAL SPECIFICATION: ASTM
RECOVERED AT NO ADDITIONAL EXPENSE TO THE OWNER. A1011- 03aSS, Gr 36 TYPE 1
4. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE SUPPLIED BY NORTHWEST PIPE
OVER ALL OTHER PLANS. COMPANY PIPE SPECIFICATION
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION iS IN AWWA C- 200 -97. I O.D. PIPE
PROGRESS. THE CONTRACTOR WILL PROVIDE CONSTRUCTION STAKING. O.D. =2.4" ( 467.36
6. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY / I LD. =18.4' (467.36
SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR POLYETHYLENE CASING '
LICENSED PROFESSIONAL SURVEYOR. INSULATOR SEGMENT
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE (TYPICAL OF 5) -
DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 RUNNER HEIGHT = 1"
PERCENT OF MAXIMUM DENSITY. 'THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER SPACE CASING
ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER INSULATORS 72 FOR 20x24
PIPE SHALL BE THE SAME AS DESCRIBED: 6.5' (2m) D.C. INSULATOR, TYP.
MAX. I \ p
8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE \
WITH SECTION 7- 08.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM INVERT ELEV.
OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED
BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
A UNIFORMLY DENSE UNYIELDING 'BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW
THE PIPE.
i
9. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D679,
SDR 35. PIPE CALLED' OUT AS 0905 SHALL BE PER AWWA C905, Cl 'OUTSIDE DIAMETER, / t SS MACHINE
SDR 32.5. SEE SPECIFICATIONS FOR HDPE PIPE. I SCREW AND
10. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE NUT TYP.
FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. BOTTOM ELEPI
SEE S -33 & 5 -34 FOR OF CASING PIPE
UTILITY SUPPORT DETAILS
CASING PIPE DETAIL
SCALE: 3=l'-0-
35.99 36.015
L
° a MH PER
° a DETAIL AT
a LEFT -
1.52m (60")
° a ° 600mm (24 "0) `
DIMENSION A CASING PIPE rot �y
a SEE TABLE ° HDPE PIPE
a
,� J
- A2C�
G
I
460mm 1(18 ")
OUT IE 25 (1 ") LOWER THAN
34.17 I CASING PIPE lE 1 �34.36I
34.31
° e CASING
INSULATOR
f
CHANNEL TO MEET & MATCH
CASING :PIPE. SMOOTH AMBIENT TEMP
TRANSTION TO ALLOW. CASING 0 TIME OF DIM A" DIM "A"
INSULATOR TO SLIDE BACK INSTALLATION ('F) (mm) (in)
® AND FORTH IN CHANNELING
70' F 460 18
50 - 70' F 300 12
THIS SHEET MODIFIED TO SECTION THRU SSMH #2 30* - 5a F 100 4
REFLECT CONSTRUCTION SCAJI: 1 " =1' -0°
RECORDS. APRIL 2006
FED. AID No. BRS -M 171(001) aaxn KING COUNTY DEPT. OF TRANSPORTATION SEW -6
1% a HAROLD TANIGUCHI, DIRECTOR
PROJECT No. 401288 SHEET 151
ELLIOTT BRIDGE # 3166 OF
SURVEY No. 23- 23 -5 -23 8$$9 BRIDGE REPLACEMENT PROJECT 159 SHEETS
�s10HA1, �'
MAINTENANCE DIVISION No. 4 1 EMKS 4/4/ SEWER DETAILS 311 -25 (151)
1` N3.5.2gWOL' SCANNED OCT 2 7 2006
u� E3,.
{
{
FIELD BOOK:
SURVEY BASE MAP:
DESIGN ENTERED: FOTES 2002
DESIGNED VANDERBURG 2002
CHECKED: _ GOTZ 2003
DATE
104
102
100
98
96
94
92
90
88
86
ELEV. IN FEET
J
i
mI
m
U / �
WW
GRADE
24" RING EXIST 72" 24" RING
05011 METRO MH N0. 105.25 ING
1(32.037) R10 -52 (32.081)
32
—� 18" PVC CAP
30
18 "x18 "x18 "x15"
FABRICATED CROSS
IE 92.81
(28.29)
NOTE: PIPE &
SLUICE GATES FOR
LANDFILL LEACHATE
NOT SHOWN
iE 86.35
(26.32)
18" PVC (460)
l I...
24" CONC. 87.47
(26.66)
EXIST 24" STUB
S= 0.0015 PER
METRO DWG
SECTION
SCALE 1/4" =1' -0"
EXIST 72"
METRO MH
ST 10' LONG EXIST. CEDAR RIVER
EXIST STUB PER INTERCEPTOR 36" RCP
PER DWG DATED
METRO DWG % FEB. 1976
�I FLOW
I' 36" RCP
I
1
24" CONIC. STUB �
INSTALLED
APPROX. 1976 ' o
(BELOW) 15.90
I
ID
I �
X
AS CONSTRUCTED 1 (
SEWER ALIGNMENT
o
m L i�
U)
m I
Z ,I
00 4'X6' CONC.
1 311 POURED IN PLACE
PLAN VIEW
SCALE 1/4 " =1' -0"
—15" PVC (400)
28
EXIST CONIC PLUG
26
ELEV. IN METERS
NOTE: SOURCE FOR EXISTING CONCRETE
PIPE STUBS WAS METRO DRAWING TITLED
"KING COUNTY WATER DISTRICT 90, CEDAR
RIVER INTERCEPTOR - SECTION 4" DATED
FEBRUARY 1976 W /NOTE "NOT AS BUILT"
® ASV
D e.JGFW-JFrno
Penhallegon Associates 1 K ICFY�E
JAMB. lNC.
Consulting Engineers, Inc. 600 FIFTH AVENUE
Eng neey rg Piann ng S,,,,pig SUITE 3800
yoo z a Site yooa SEATTLE. WASHINGTON
se eiol 96104 -3122
a ;za e s eoo y<� saas TEL- 206.340.2255
FAX: 206.340.2266
REVISION BY DATE Kirkland- Seall/e- Federal Way - Portland
FED. AID No. BRS —M 171(001) anxv KING COUNTY DEPT. OF TRANSPORTATION SEW -7
HAROLDD •TANIGUCHI, DIRECTOR
PROJECT No. 401288 ` ELLIO'I 0 BRIDGE � 3166 SOF 152
SURVEY No. 23- 23 -5 -23
$dCj8011dgg� BRIDGE REPLACEMENT PROJECT 159 SHEETS
�siox►r.� y
MAINTENANCE DIVISION No. 4 owls W/4/ SEWER'. DETAILS 311 -25 (152)
f 3 �}
mug'. /7# 1
ELEVATION IN METERS (TYP)
FRAME, COVER AND
r'��
t. o
1
ADJUSTING RING PER
I
SANITARY OLE TYPICAL
37.0
j
DETAIL ON S 6
I ;
I
THIS SHEET MODIFIED TO
{
REFLECT CONSTRUCTION
RECORDS. APRIL 2006
J�.076
-36.5
[37
CONE�T CONCENTRIC
o
STEP
— —
— —
—
—36.0
L
610 [247 PRECAST
—35.5
I
BASE SECTION
/SECTION
1.220 [48.1
THRU SSMH
#4 NOT USED
SCALE 1"=l'-0"`
NOTE:
DETAIL NOT USED. MANHOLES
WITH FLAT TOPS WERE INSTALLED.
BASE UNIT WAS 3' HIGH.
i
y Of
I`
t
A'
WE EP
FED. AID No. BRS —M 171(001) anxv KING COUNTY DEPT. OF TRANSPORTATION SEW -7
HAROLDD •TANIGUCHI, DIRECTOR
PROJECT No. 401288 ` ELLIO'I 0 BRIDGE � 3166 SOF 152
SURVEY No. 23- 23 -5 -23
$dCj8011dgg� BRIDGE REPLACEMENT PROJECT 159 SHEETS
�siox►r.� y
MAINTENANCE DIVISION No. 4 owls W/4/ SEWER'. DETAILS 311 -25 (152)
f 3 �}
mug'. /7# 1
r'��
t. o
I ;
I
THIS SHEET MODIFIED TO
i
REFLECT CONSTRUCTION
RECORDS. APRIL 2006
FED. AID No. BRS —M 171(001) anxv KING COUNTY DEPT. OF TRANSPORTATION SEW -7
HAROLDD •TANIGUCHI, DIRECTOR
PROJECT No. 401288 ` ELLIO'I 0 BRIDGE � 3166 SOF 152
SURVEY No. 23- 23 -5 -23
$dCj8011dgg� BRIDGE REPLACEMENT PROJECT 159 SHEETS
�siox►r.� y
MAINTENANCE DIVISION No. 4 owls W/4/ SEWER'. DETAILS 311 -25 (152)
f 3 �}