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Ad Washington State
MAP Department of Transportation
ZQA2rIII0002)9IW097R.DGN;l
SR 405
SOUTH RENTON TO SUNSET BLVD.-HOV
VICINITY MAP
MA
OF
J-x
10
STATE
WASH
FED.AID PROJ.NO.
I-IR-405(783)
I
HIGHWAY
DIVISION
I I 11111ER 91W097
p
DATEl
-TEI--
[�A
-
REVI SIGN
BY
ROLL 149
253
Ad Washington State
MAP Department of Transportation
ZQA2rIII0002)9IW097R.DGN;l
SR 405
SOUTH RENTON TO SUNSET BLVD.-HOV
VICINITY MAP
MA
OF
J-x
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A 4COMPLIANCE W o, exaq.�F FY lei l"A
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PLANS" ONLY — -- Date . °,°,.«�� +�' •,.GGrrsa�
Date ssro "M E" 4�ONAL6�a �i1r
h
Sw - a7 -asvD
FILENAME: MILLI
GENERAL
UTILITY NOTES:
RHO.
STATE
FED. AID PROD. NO.
I.
ALL PIPE AND FITTINGS FOR WATERLINES SHALL BE CEMENT MORTAR -LINED DUCTILE
HIGHWAY DiVISiON
APPROVED
® Washington State
Department of Transportation
SR �5
SOUTH RENTON TO SUNSET BLVD. HOV
gN_17
IRON. ALL PIPE SHALL BE THICKNESS CLASS 52, UNLESS OTHERWISE SHOWN. PIPE
JOINTS MAY BE PUSH -ON OR MECHANICAL JOINT, UNLESS OTHERWISE SHOWN. ALL
WASH
I -IR- 405 - 3(783)..
FITTING JOINTS SHALL BE MECHANICAL JOINTS, UNLESS OTHERWISE SHOWN. PE
LEGEND
SLEEVES SHALL BE INSTALLED BETWEEN MECHANICAL JOINT FITTINGS WHERE REQUIRED.
2.
ALL VALVES 12 INCHES IN DIAMETER OR LARGER SHALL BE INSTALLED IN A VAULT.
EXISTING
NEW
GATE VALVES SHALL BE SUITABLE FOR 250 PSI OPERATING PRESSURE AND SHALL
s1EE�
of
1C,74
SHEETS
PROJ. ENGR. J.E. JOHNSON
BE METROSEAL 250, AS MANUFACTURED BY U.S. PIPE, OR APPROVED EQUAL.
U!'�S
oaratTw+la
RoseWater Engineering, Inc.
MILL AVENUE
UTILITY LEGEND AND GENERAL NOTES
DIST. ADM. R.Q. ANDERSON
- - - -- - - --- -- 6" W - - - - --- - - --
6" W
WATER LINE
3.
FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH DETA I L
DATE
REVISION
BY
WD-7
- - - - -- -- - - - - -- 12" 5 -
12" S
SAN SEWER LINE
4.
ALL WATER MAINS SIX INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE
CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE 2 LB /CU FT
- -- - -- +" G -
4° G
GAS LINE
DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG"
ONLY, "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END.
- -- - -- Bf -- - - -- - --
BT
BURIED TELEPHONE
5.
UNLESS OTHERWISE SHOWN, MANHOLES SHALL BE AS FOLLOWS:
- -- OP
OP
OVERHEAD POWER
MANHOLES OVER 7' -0" DEEP - DETAIL
8
_ -- -- IS'" S1
18" ST
STORM SEWER
Wi
MANHOLES 4' -0" TO 7'-0" DEEP - DETAIL 2
r�
0
MANHOLE
11
CATCH BASIN
6.
ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS
MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL
O
SANITARY CLEANOUT
APPROVED IN WRITING. SHACKLE ALL WATERLINE BENDS. FOR RUNS OF JOINT
RESTRAINTS IN EXCESS OF 20' WITHOUT FITTINGS, RESTRAINED JOINT PIPE MAY BE
FIRE HYDRANT
USED. JOINTS MUST BE CAPABLE OF BEING DEFLECTED AFTER ASSEMBLY.
®
WATER METER
7,
ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO
INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE PAVEMENT,
r
WATER VALVE BOX
SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
r >1
DG
GATE VALVE UNDER 12"
g,
A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL
EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED,
g.
•
GATE VALVE IN CHAMBER 12"
WITHIN TEN DAYS, WEATHER PERMITTING.
TELEVISION J BOX
9.
BLOCKING FOR CONVEX VERTICAL BENDS IN WATERLINES SHALL BE IN ACCORDANCE WITH
6-L
WSDOT STD. PLAN B -22. TURNBUCKLES SHALL BE USED.
-}
TELEPHONE VAULT
10.
CAUTION - EXTREME HAZARD - OVERHEAD ELECTRICAL SERVICE LINES ARE GENERALLY
NOT SHOWN ON THE DRAWINGS. ELECTRICAL LINES SHOWN ON THE DRAWINGS ARE
ter°
ELECTRICAL J BOX
LOCATED BY POINT -TO- POINT, POWER POLE -TO -POWER POLE CONNECTION. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED
BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING
. ... . ...
DITCH
CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL MEET WITH UTILITY OWNERS AND DETERMINE THE EXTENT OF HAZARD
ASPHALT CONCRETE GUTTER
AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS MAY BE REQUIRED.
'
11.
IDENTIFICATION, LOCATION, MARKING AND RESPONSIBILITY FOR UNDERGROUND
UD -T - -i°
UNDER DRAIN
FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122,
REVISED CODE OF WASHINGTON,
12.
SIDEWALK PATCHING SHALL MATCH EXISTING THICKNESS AND FINISH.
-224 to
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Date ssro "M E" 4�ONAL6�a �i1r
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Sw - a7 -asvD
FILENAME: MILLI
RHO.
STATE
FED. AID PROD. NO.
SHEET
TML
HIGHWAY DiVISiON
APPROVED
® Washington State
Department of Transportation
SR �5
SOUTH RENTON TO SUNSET BLVD. HOV
gN_17
PLOT DATE: 8/9/91
10
WASH
I -IR- 405 - 3(783)..
DRAWN E.M.L.
CHECKED DNP
JCB NUMBER
91WO97
s1EE�
of
1C,74
SHEETS
PROJ. ENGR. J.E. JOHNSON
U!'�S
oaratTw+la
RoseWater Engineering, Inc.
MILL AVENUE
UTILITY LEGEND AND GENERAL NOTES
DIST. ADM. R.Q. ANDERSON
16.91
REVISED SHEET #'S PER WSDOT
CONTRACT NU"BER
osa
DATE
REVISION
BY
PP'D
ROLL 1 149 254
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
& 10
9
8
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GENERAL NOTES:
1. ACCEPTABLE ALTERNATIVES:
A) TR. 5 GALV. STEEL STORM SEWER PIPE,
0.064 IN. THICK, DIAM. AS SHOWN.
B) TR. 2 GALV. STEEL STORM SEWER PIPE,
0.064 IN. THICK, GASKETED OR WELDED
LONGITUDINAL SEAM, 3 INCHES LARGER THAN
DIAM. SHOWN.
C) TR. 5 ALUMINUM ALLOY STORM SEWER PIPE
0.060 IN. THICK, DIAM. AS SHOWN.
D) PLAIN ALUMINUM ALLOY STORM SEWER PIPE,
0.060 IN. THICK, GASKETED LONGITUDINAL SEAM,
3 INCHES LARGER THAN DIAM. SHOWN.
E) TR. 5 ALUMINIZED STEEL STORM SEWER PIPE,
0.064 IN. THICK, DIAM. AS SHOWN.
F) PLAIN ALUMINIZED STEEL STORM SEWER PIPE,
0.064 IN. THICK, GASKETED OR WELDED RE- METALIZED
LONGITUDINAL SEAM, 3 IN. OR LARGER THAN DIAM. SHOWN.
G) PLAIN ALUMINUM ALLOY SPIRAL RIB STORM SEWER PIPE,
0.060 IN. THICK, DIAM. AS SHOWN.
H) TR. 2 GALV. STEEL SPIRAL RIB STORM SEWER PIPE,
0.064 IN. THICK, DIAM. AS SHOWN.
I) PLAIN ALUMINIZED STEEL SPIRAL RIB STORM SEWER PIPE,
0.064 IN. THICK, DIAM. AS SHOWN.
. ENGR.
-a7 -2800
REVISI
I FGFNF)
EXISTING STORM SEWER - D — —
EXISTING SANITARY SEWER -S — —
STORM SEWER
CATCH BASIN ❑
MANHOLE O
„
– -- -- -- -- -- -- – ° < -- –SR 3i5 -- --
----------- - -- -- -- -- -- -- (MAIN AVE. S.)
---------- ------------------------------
MIN
ft
------------
o.
I �
N
.Nr I
a
IQ
2. ACCEPTABLE ALTERNATIVES: I^
A) PLAIN ALUMINUM ALLOY STORM SEWER PIPE, 0.079 IN. THICK, _ -- - - - - - -- -
GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN.
B) PLAIN ALUMINIZED STEEL STORM SEWER PIPE,0.079 IN. THICK,
GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN.
C) PLAIN ALUMINIZED STEEL STORM SEWER PIPE 0 079 IN. THICK,
WELDED RE- METALIZED LONGITUDINAL SEAM, # )'N, LARGER THAN DIAM. SHOWN.
3. ACCEPTABLE ALTERNATIVES ARE:
A) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.109 IN. THICK,
GASKETED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN.
B) TR. 2 GALV. STEEL STORM SEWER PIPE, 0.109 IN. THICK,
WELDED LONGITUDINAL SEAM, 3 IN. LARGER THAN DIAM. SHOWN.
4, NO PIPE ALTERNATIVES ARE ACCEPTABLE.
i
0 50 100
SCALE IN FEET
EGIOX
NO HIGHWAY FED,AID PROJ.NO. HIGHWAY DIVISION
10 WASH Washington State
Department of Transportation
JOB NUMBER. I -IR- 405 - 3(783)
91WO97
CONTRACT NB. ZGA2AIl0004191W097F.DGN;1
R OL L'l 4 9 255
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SOUTH RENTON TO SUNSET BLVD: HOV
DRAINAGE PLAN
D-1
1 154 1
SQ �4 /3S'
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
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14
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------------ —
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FOR LEGEND SEE SHEET D-1
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SCALE IN FEET
FED.AID PROJ_t.N HIGHWAY DIVISION
10 IWASHI •
JOB FRASER I-IR-405-3(783)
91WO97
CbNTR4CT NO. I
R O.L L
149 256
Amb,
N lWashington State
INT,0 Deportment of Transportation
ZGA2dlIO00419Ilff097F.DGN,1
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IF
DRAINAGE PLAN I 634
SHEETS
I
-------------------
---------------------
W CEDAR VE. S.
-----------------------------------
FOR LEGEND SEE SHEET D-1
6 So 1;0
SCALE IN FEET
FED.AID PROJ_t.N HIGHWAY DIVISION
10 IWASHI •
JOB FRASER I-IR-405-3(783)
91WO97
CbNTR4CT NO. I
R O.L L
149 256
Amb,
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INT,0 Deportment of Transportation
ZGA2dlIO00419Ilff097F.DGN,1
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AF&
ij-22,W"
FOR "AS CONSTRUCTED
PLANS" ONLY
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SOUTH RENTON TO SUNSET BLVD.-HOV
SHEET
IF
DRAINAGE PLAN I 634
SHEETS
I
63
62
61
6C
59
58
51
58
55
54
53
52
51
5C
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
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FOR LEGEND SEE SHEET D -1
0 50 loo
SCALE IN FEET
sw -i pit 06
\
STATE
FED.AID PROJ.NO.
HIGHWAY DIVISION
--- - - -
-- ---
10 WASH
I -IR- 40'55- 3(7$3)
DESIGNED BY W. SENSOR
ENTERED BY S. STRASSMAN
CHECKED BY G. WEBBER / W. SENSOR
=
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w7omDepartment of Transportation SOUTH RENTON TO SUNSET BLVD. -HOV
SHEET
106
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ZGA2;111 0 0 0 4191W097F.DGN;1 DRAINAGE PLAN 634
SHEETS
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PLANS" ONLY
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w7omDepartment of Transportation SOUTH RENTON TO SUNSET BLVD. -HOV
SHEET
106
OF
ZGA2;111 0 0 0 4191W097F.DGN;1 DRAINAGE PLAN 634
SHEETS
,1K yai'�Ja,
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
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SCALE IN FEET
Jw -? as Cog,
REGION
STATE
FED.AID PROJ.NO.
HIGHWAY DIVISION
AMIL Washington State
SR 405
D -,
—
DESIGNED BY W. SENSOR
10
WASH
�
Deportment of Transportation
SOUTH RENTON TO SUNSET BLVD.-HOV
BY
ENTERED S. STRASSMAN
CHECKED BY G. WEBBER / W. SENSOR
JOB NUMBER
91W
097
I -IR -405- 3(783)
I�
SHEET
1O1
PROJ. ENGR. J. JOHNSON
12 -6 -91
ADDED DRAINAGE STRUCTURES
RL
RL
CONTRACT NO.
DRAINAGE
PLAN
OF
c-N
DIST. ADM. R.O. ANDERSON
10 -21 -91
ADDED DRAINAGE CODES
j Dsd,
ZGA2;[110004791WO97F.DGN;1
SHEETS
DATE DATE REVISION IBYI
1 ROLL 149 258
T.23N.9R.5E.qW.M-
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— NO FED.AID PROJ.NO. HIGHWAY DIVISION AMIllik
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ENTERED BY S. STRASSMAN IffiWepartment of Transportation SOUTH RENTON TO SUNSET BLVD.-HOV MEET
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CHECKED BY G. WEBBER / W. SENSOR J9 OB NMBE I-IR-405-3(783) 108
OF
PROD. ENGR. J. JOHNSON 1W097
DIST. ADM. R.Q. ANDERSON 10-21-91 ADDED DRAINAGE CODES ELI CONTRACT NO. ZGA2d110004791W097F.DGN;1 DRAINAGE PLAN 1.54
DATE DATE I REVIS ION Ds--t I I I I I SHEETS
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
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12
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51 100
,Sw�D i7 -1l�O
SCALE IN FEET
-
n
°No,
TAT
FED.AID PRQJ.NO.
HIGHWAY DIVISION
� 9
Woshin ton Stote
Department of Tronsportotion
ZGA2:1110004191WO97F.DGN;1
$R 405
SOUTH RENTON TO SUNSET BLVD.-HOV
D'6
10
WASH
I -IR- 405 - 3(783)
DESIGNED BY W. SENSOR
ENTERED BY S. SENSOR AN
CHECKED BY G. WEBBER / W. SENSOR
JOB NUMBER
91W 097
SHEET
1BO9
A4
SHEETS
PROJ. ENGR. J. JOHNSON
12 -6 -91
ADDED DRAINAGE STRUCTURES
RL
DRAINAGE PLAN
DIST. ADM. R.Q. ANDERSON
10 -21 -91
ADDED DRAINAGE CODES
RL
CONTRACT NO.
I vv A
DATE
I DATE
I REVISION
BY
260
U K. Y Q!- / /,3f-
63
62
61
60
59
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54
53
52
51
50
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41
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38
37
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35
34
33
32
31
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FED.AI
10 IWASHI
J08NMBfi" I -IR- 405 - 3(783)
91W097
FOR LEGEND SEE SHEET D -1
0 50 100
SCALE IN FEET
HIGHWAY DIVISION
Afft Washington State
7 WAiVDepartment of Transportation
ZGA2: [ 110 0 0 4 7 91 W097F.DGNo1
AD-224009
F FOR "AS CONSTRUCTED
PLANS" ONLY
SR 405 D -7
SOUTH RENTON TO SUNSET BLVD.-HOV
SHEET
110
DRAINAGE PLAN OF
ROLL 14!9 261
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
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39
38
37
36
35
34
33
32
31
30
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28
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26
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REGION STATE FED.AID PROJ.NO.
HIGHWAY DIVISION Adw Washington State SR 405 DP-2
DESIGNED BY B. SENSOR 10 WASH
ENTERED BY D.B. MELBY Department of Transportation SOUTH RENTON TO SUNSET BLVD.-HOV
CHECKED BY G. WEBBER /B. SENSOR JOB BUME" I- IR- 405 - 3(783) SHEET
PROJ. ENGR. J. JOHNSON 91WO97 115
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DATE DATE REVISION BY D d SHEETS ,
ROLL'149 263
�1I I --/{3S
ROLL'149 263
�1I I --/{3S
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
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91W097 I -IR- 405 - 3(783)
RO LL'149 265
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DRAINAGE PROFILE
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DESI
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SOUTH RENTON TO SUNSET BLVD. -HOV
CHECKED BY
PROJ. ENGR.
R
IE
JOB NUMBER I -IR- 405 - 3(783)
91W097
CONTRACT NO.
DATE I DATE I REVISION BY
Washington State
Department of Transportation
ZGA2:C11000219YWO97 D.OGNil
118
DRAINAGE PROFILE 4a -54
SHEETS
SK YDr'13J-
63
62
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59
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DESIGNED BY B. SENSOR 10 WQ.°�ri Washington State
ENTERED BY D.B. MELBY Deportment of Transportation
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DATE I DATE
JOB NUMBER I -IR- 405 - 3(783)
91WO97
i
ROLL 1 149 267
ZGA2:[110002J9dW097D.DGN ;l
SR 405 DP -6
SOUTH RENTON TO SUNSET BLVD. -HOV
DRAINAGE PROFILE I 634
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50
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47
46
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DIST. ADM.
DATE
H1LiHWAi U1V1ZolUN I Amw I
m
JOB NUMER
91W097 I I -IR- 405 - 3(783)
RO LL 149 26
IffiWashington State
f Department of Transportation
2 G A2:C110002191 W097D.DGN ;1
SR 405 DP- 7
SOUTH RENTON TO SUNSET BLVD. -HOV
1 ZA
DRAINAGE PROFILE 110154
SK yosll3C
63
62
61
60
59
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56
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50
49
48
47
46
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40
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34
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REGION STATE HIGHWAY PROJ.NO.
R0. N AMk
10 WASH
JOB HUMBER I -IR- 405 - 3(783)
91WO97
4
RO LL'149 270
�Washington State
II/ Department of Transportation
ZGA2:1110002141W097o.0GNr1
SR 405 DP -8
SOUTH RENTON TO SUNSET BLVD. -HOV
121
DRAINAGE PROFILE I L,1;15 4
/J- 72 k o / -- t R 0.i / /3S
DOT FORM 221 -029
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TOTAl.
HIGHWAY ®�VOSO ®N
G v7
� Washington
State
SR 405
C
PP -8A
DRAWN
10
WASH
Y
Transportation
SOUTH
RENTON TO SUNSET BLVD. -I -IOV
CHECKED
JOB NUMBER
1 -IFf- 905,3(783)
v ®® Department
of
SHEET
1.21 A
PROJ. ENGR.
PRO
DRAINAGE PROFILE
('HE }
CONTRACT NO.
DATE
REVISION
BY
APP'D
�/U 52
APPROVED
SHEETS
DOT FORM 221 -029
Revised 9/82
ROLL 14!9 2 71
U- ?'Vz./�;
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
0 11
0 10
9
8
7
6
w °5
is
4
Nwx�2
1
RO LL'149 272
SK q W113C
REGION
NO.
FED.AID PROJ.NO.
HIGHWAY DIVISION
Adw
Washington State SR 405
Department of Transportation SOUTH RENTON TO SUNSET BLVD.-HOV
20A2:111 0 0 0 2191W097D.DGW DRAINAGE PROFILE
DP-9
10
WASH
I -IR- 405 - 3(783)
)ESIGNED BY B. SENSOR
ENTERED BY D.B. MELBY
:HECKED BY G. WEBBER /B. SENSOR
JOB N MBER
9IWO97
1z2
OF
(034
'ROJ. ENGR. J. JOHNSON
)IST. ADM. R.O. ANDERSON
CONTRACT NO.
RO LL'149 272
SK q W113C
6:
62
61
6C
5°.
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
0 11
0 10
9
8
7
6
o4
o w3
-2
1
RE°[0N STATE FED. AID PROJ.NO.
" °' HIGHWAY DYVISION Adft
DESIGNED BY B. SENSOR fflO WASH Washington State
ENTERED BY D.B. MELBY Deportment of Transportation
DIST. ADM. R
JOB NUMBER I -IR- 405 - 3(783)
91W097
CONTRACT NO.
REVISI
ROLL 149 273
ZOA2:[ 110002 ]91 W097D.DONg1
SR 405 DP -10
SOUTH RENTON TO SUNSET BLVD. -HOV
123
DRAINAGE PROFILE 1 634
(D-22y1 0i s Sg, �OS-1j3S
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
" 05
4
�9T
"1
+ THE FENCE SHALL NOT BE CLOSER
THAN 10 FEET TO THE POND TOP
'-' ' if�_PAIkD.- $L1I70EE:_EDG
rOR "AS CONSTRUvIED
PLANS" ONLY
BY M
)IST. ADM.
DATE ( DATE
JOB NUMBER I -IR- 405 - 3(783)
91WO97
CONTRACT NO.
ROLL 149 27A
EGA2:11100041 %WO97 D.DGN:1
124
SOUTH POND PLAN AND PROFILE 1 634
RENTON A VENUE
—
14' GATE
SOUTH POND ACCESS ROAD LINE) �—
(SP
�------------- '- ----- - - - - --
`.\ ----------------
_
BOTTOM POND
30' R
A
�
CORNER
`.\ .
i/ i
x
SP 13 +33.5
to
/ I
(28.5' RT.)
x
TRUCK
\ — - „I
I 5.1 1 (IIDERDA':N PiP.
TURN
AROUND
I - -i BOTTOM 14' A 103
x 30' CMP
SP 13 +61 (31.75' RT. )
TT1M' -153
54" MANHOLE TYPE 3
.51
x.._
44'
......
F� 2 v N 47 °07'04" E
N
x TOP POND CORNER
LS 255+38.03 15 N'f
_ —x�
BY M
)IST. ADM.
DATE ( DATE
JOB NUMBER I -IR- 405 - 3(783)
91WO97
CONTRACT NO.
ROLL 149 27A
EGA2:11100041 %WO97 D.DGN:1
124
SOUTH POND PLAN AND PROFILE 1 634
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
o I1
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9
8
7
6
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1
—ter_ --
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X� .X• X� p �X Nf CO- 5 - R- OAD i 11 1 BEGIN 10 +00 r � O P `Q T H N V LINE
i
TOP CORNER a 1Y\`. t \�\ \ AQ \'�\` At
_ - X NP 10 +98.98
(7.34'LT.)
ly 1,
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f
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TOP CORNER
NP 12 +60.34 (7.9'LT.)
14' GATE
X /T�
275
ROLL 149
i7— z2¢oi7
Notes
AE 18 "Diam. Outlet Pipe Use 24 "D /am.
Sleeve. 30 "Diam. Outlet Ppe Use
34" Diam. S/eeve. 36 "Dram. Outlet Pipe
Use 42 "&,h— S /eeve.
Concrete Fbnd
A
0r re \
3'
Steel
Ppe
Sleeve \ \
Outlet
Pipe
/Z'x3 ", 2.6
Channel
=Srde
I
I I
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ELEWION
Concrete Slab
Wire Mesh
L4
/, I 2 6eomemb ones W'th
aii Geonei Belr✓eert
Z'i %e' p/uminum
Batter Scrips WifA Bo/i
Cau /k#q Fasteners 1'on Censer
S" by 54 "Diam. Manhole
Fi %led' ;W h Class 3000
Concreie
SECTION A -A
PIPE ANCHOR DETAIL
9 ° pr Standard
Steel Pipe
12 "x 3 ", 25
Channel
PAY LIMIT SPILL
CONTAINMENT POND
SOLID METAL COVER
LEAK DETECTION SYSTEM
(NORTH & SOUTH PONDS)
PAYMENT: SPILL CONTAINMENT POND.
ACCESS
ROAD
PAY LIMIT SP /LL
CONTAINMENT POND
I
3 2
Cement Cancrefe i
CIO— 4000
wire Mesh 10 6 uge G " Mesh — — — — — —
Sa ;d z'
2 Flexible Membrane Liners
W/ Geonel' Between.
0.25'C-shed Su
Top Course
0.75' Gravel Borrow
S w —.aP' —2200
CONCRETE SLAB - GEOMEMBRANE
CONNECTION
POND LINING DETAIL
s�
FOR "AS CONSTRUCTED
PLANS" ONLY
PEOION
STATE
FED. AID PROD. NO.
aNEN0er .
ToTRI SHEETS
HIGHWAY DIVISION
® NMaCJI lfngton State
. Department of Transportation
SR 405
SOUTH RENTON TO SUNSET BLVD. HOV
DP -13
10
WASH
I- IR -405- 3(783)
4 DRAWN: /.M.7unior
a Reviewed: B. Sensor
CHECKED: G.Webber
a
JOB NUMBER
91W097
SHEET
1 Zl�
OF
X34
SNEETs
E PROJ. ENGR. J..Tahs—
POND ,DETAILS
DIST. ADM.. R..Andeison.
227-
ADDED DETAIL
RL
CONTR�ACT NO.
W c),
o
DATE
REVISION
BY
APP'D
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RENO."
STATE
FED. AID PROD. NO.
ExoT
SEE s
HIGHWAY DIVISION
® Washington State
SR 405
OP-19
DRAWN
S. SETSER
10
WASH
�
SOUTH RENTON TO SUNSET BLVD. HOV
REVIEWED
M. DAMON
epar men
s,/ Dtt of Tranortation
sp
CHECKED
G. WEBBER
JOB NUMBER
91W097
I -IR- 405- 3f7A3)
PROJ. ENOR.J.
DIST. ADM..
JOHNSON
R. ANDERSON
-' -
CONTRACT NO.
APPROVED
SPECIAL MANHOLE PROFILE
(p 54 1
I
DATE
REVISION
BY
APPT
'{�a
SHEETS
DOT rvnm .......
Revised 9/92
� � RO � LL'149 27
I . i
U - 2 aVc/ /'
W
I
0
n4 VERT. REINF. TYP
s4 @ 1'-0"
VTAGGFR FATH I AYFR
x4 VERT. REINF. TYP. --\\,
En
Imm
im!
6" TOO.
ALL SIDES
a4 @ 1' -0"
STAGGER CAC
FRONT /BACK VIEW MISS KNOCKOUTS
N4 c 1' -0"
STAGGER EACH LAYER
- -
�■
EG1ON
ii
FED. AID PROJ. No.
■■
�
IY�
SR 405
SOUTH RENTON TO SUNSET BLVD. HOV
s or
DP -20
supervisor a /,y
)o
:
-IR- 405 - 3(783)
Designed By R. A. BRIC£ u m 9
—�
■��M
ION
■
s "EEr
151
�5A
Defaiiea By D. W. PULSE JR. H9/
I
JOB NUMBER
- _91 097
No
- -
SPECIAL MANHOI E STRUCTURE
Prelim Plan By
4�5�
ArCnlfe,f /Speclallsl
I DATE
I REVISION JBY
APP'D
CHH.
;
G
■f
IrHp■H
II
I
I
I
—immal�
x4 VERT. REINF. TYP. --\\,
En
Imm
im!
6" TOO.
ALL SIDES
a4 @ 1' -0"
STAGGER CAC
FRONT /BACK VIEW MISS KNOCKOUTS
N4 c 1' -0"
STAGGER EACH LAYER
TYP, s4 CUT BARS TO
1' 0., MISS KNOCAOUTS
TYP.
FRONT /BACK VIEW
SPECIAL MANHOI E STRUCTURE
-::40
l/ CIFIING COOP
r - -- �1 a5
L IF TING LOOP DETAIL
GREASE AND WRAP L IF TING LOOPS WITH
BITUMINOUS PAPER BEFORE BACKFILLING.
10' -0"
PREFAB. LADDER
0
H
U
� z
Z.
O Z
C40 5
Q a.
0
SECTION B
111. t /VU V1tW
SPECIAL MANHOLE STRUCTURE
l; C CITING LOOPS
2 "_0„ (TYP. ) #4 (TYP. J
L IFN 19. lit (TY� EACH C ORNER) T�
oaIli - - ---- -- -- -- -- ----–
II I �I
s4 (TYP.
TOP 8 BOTTOM)
0
� it II
I� I
II � II
a II l
II I
II II
- - -- L'
9f
e4 (IYP.I BOTTOM REINF. TOP REINF.
STRUCTURF L ID
n4 TYP. MANHOLE RING B COVER —�
SIG. PLAN B -25
RE,
TYP.
7RUCTION
LT (TYP. )
HANDHOCO (TYP. )
RISER OR ADJUSTMENT SECTION
SECTION rA
NOTES
MANHOLES TO BE CONSTRUCIEO IN ACCORDANCE WITH AASHTO M -199 (ASTM C 478) UNLESS OTHERWISE
SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS.
HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MINIMUM CLEARANCE. STEPS IN MANHOLE SHALL
HAVE 6" MINIMUM CLEARANCE. SEE STANDARD PLAN "MISCELLANEOUS MANHOLE DETAILS. "
All REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS 4,MALL PRECAST CONCRETE SHALL BC
CLASS 4POO.
PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM.
KNOCKOUT OR CUTOUT HOLE SIZE IS COUAL TO PIPE BITTER DIAMETER PLUS MANHOLE WALL THICKNESS.
MINIMUM DISTANCE BETWEEN HOLES IS 12 "'.
MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE
STRENGTH RCOUTREMENIS OF FEDERAL SPECIFICATION RR -F -6210. MATING SURFACES SHALL BE FINISHED
TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION.
FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS AND TOP SLABS, SEE STANDARD PLAN
"MISC£CANIOUS MANHOLE DETAILS. "
SEE THE STANDARD SPECIFICATIONS FOR JOINT REQUIREMENTS. - 22110 14 4
AS AN ACCEPTABLE ALTERNATIVE TO REBAR, DEFORMED WECOCD WIRE FABRIC HAVING A MINIMUM AREA OF
0.20 SQUARE INCHES PER FOOT MAY BE USED. DEFORMED WELDED WIRE FABRIC HAVING A MINIMUM AREA
OF 0.30 SOUARC INCHES PER FOOT MAY BE USED FOR THE BOTTOM OF THE STRUCTURE CID. LAPPING OF
THE WELDED WIRE FABRIC SHALL COMPLY TO THE PATTERNS ESTABLISHED FOR THE REBAR. WELDED WIRE
FABRIC SHALL COMPLY TO AASHTO M -221.
WELDED WIRE FABRIC OR REBAR SHALL NOT BE PLACED IN THE KNOCKOUTS.
Briage Design Enqr. /(i /,./�A, / /j,/
- -
EG1ON
STATE
FED. AID PROJ. No.
BRIDGE AND STRUCTURES „��` .
F, R� "' _ �
,� a• 9i s /DNA F �'
Ewe cfiE-
WSDOT_34oE[PULST I(jHJbe1MANKF6B, 1 06- NOV -91
4
Was4in ton State
9.
® Department. of. Transportation
SR 405
SOUTH RENTON TO SUNSET BLVD. HOV
s or
DP -20
supervisor a /,y
)o
WASH.
-IR- 405 - 3(783)
Designed By R. A. BRIC£ u m 9
—�
cneceea By Y. A. MHATRf
s "EEr
151
�5A
Defaiiea By D. W. PULSE JR. H9/
JOB NUMBER
- _91 097
Bridge Pion. Enqr.
- -
SPECIAL MANHOI E STRUCTURE
Prelim Plan By
4�5�
ArCnlfe,f /Speclallsl
I DATE
I REVISION JBY
APP'D
CHH.
;
G
■f
IrHp■H
II
I
I
I
—immal�
TYP, s4 CUT BARS TO
1' 0., MISS KNOCAOUTS
TYP.
FRONT /BACK VIEW
SPECIAL MANHOI E STRUCTURE
-::40
l/ CIFIING COOP
r - -- �1 a5
L IF TING LOOP DETAIL
GREASE AND WRAP L IF TING LOOPS WITH
BITUMINOUS PAPER BEFORE BACKFILLING.
10' -0"
PREFAB. LADDER
0
H
U
� z
Z.
O Z
C40 5
Q a.
0
SECTION B
111. t /VU V1tW
SPECIAL MANHOLE STRUCTURE
l; C CITING LOOPS
2 "_0„ (TYP. ) #4 (TYP. J
L IFN 19. lit (TY� EACH C ORNER) T�
oaIli - - ---- -- -- -- -- ----–
II I �I
s4 (TYP.
TOP 8 BOTTOM)
0
� it II
I� I
II � II
a II l
II I
II II
- - -- L'
9f
e4 (IYP.I BOTTOM REINF. TOP REINF.
STRUCTURF L ID
n4 TYP. MANHOLE RING B COVER —�
SIG. PLAN B -25
RE,
TYP.
7RUCTION
LT (TYP. )
HANDHOCO (TYP. )
RISER OR ADJUSTMENT SECTION
SECTION rA
NOTES
MANHOLES TO BE CONSTRUCIEO IN ACCORDANCE WITH AASHTO M -199 (ASTM C 478) UNLESS OTHERWISE
SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS.
HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MINIMUM CLEARANCE. STEPS IN MANHOLE SHALL
HAVE 6" MINIMUM CLEARANCE. SEE STANDARD PLAN "MISCELLANEOUS MANHOLE DETAILS. "
All REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS 4,MALL PRECAST CONCRETE SHALL BC
CLASS 4POO.
PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS, KNOCKOUTS SHALL HAVE A WALL
THICKNESS OF 2" MINIMUM.
KNOCKOUT OR CUTOUT HOLE SIZE IS COUAL TO PIPE BITTER DIAMETER PLUS MANHOLE WALL THICKNESS.
MINIMUM DISTANCE BETWEEN HOLES IS 12 "'.
MANHOLE RINGS AND COVERS SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE
STRENGTH RCOUTREMENIS OF FEDERAL SPECIFICATION RR -F -6210. MATING SURFACES SHALL BE FINISHED
TO ASSURE NON- ROCKING FIT WITH ANY COVER POSITION.
FOR DETAILS SHOWING GRADE RING, LADDER, STEPS, HANDHOLDS AND TOP SLABS, SEE STANDARD PLAN
"MISC£CANIOUS MANHOLE DETAILS. "
SEE THE STANDARD SPECIFICATIONS FOR JOINT REQUIREMENTS. - 22110 14 4
AS AN ACCEPTABLE ALTERNATIVE TO REBAR, DEFORMED WECOCD WIRE FABRIC HAVING A MINIMUM AREA OF
0.20 SQUARE INCHES PER FOOT MAY BE USED. DEFORMED WELDED WIRE FABRIC HAVING A MINIMUM AREA
OF 0.30 SOUARC INCHES PER FOOT MAY BE USED FOR THE BOTTOM OF THE STRUCTURE CID. LAPPING OF
THE WELDED WIRE FABRIC SHALL COMPLY TO THE PATTERNS ESTABLISHED FOR THE REBAR. WELDED WIRE
FABRIC SHALL COMPLY TO AASHTO M -221.
WELDED WIRE FABRIC OR REBAR SHALL NOT BE PLACED IN THE KNOCKOUTS.
Briage Design Enqr. /(i /,./�A, / /j,/
- -
EG1ON
STATE
FED. AID PROJ. No.
BRIDGE AND STRUCTURES „��` .
F, R� "' _ �
,� a• 9i s /DNA F �'
Ewe cfiE-
WSDOT_34oE[PULST I(jHJbe1MANKF6B, 1 06- NOV -91
4
Was4in ton State
9.
® Department. of. Transportation
SR 405
SOUTH RENTON TO SUNSET BLVD. HOV
s or
DP -20
supervisor a /,y
)o
WASH.
-IR- 405 - 3(783)
Designed By R. A. BRIC£ u m 9
—�
cneceea By Y. A. MHATRf
s "EEr
151
�5A
Defaiiea By D. W. PULSE JR. H9/
JOB NUMBER
- _91 097
Bridge Pion. Enqr.
- -
SPECIAL MANHOI E STRUCTURE
Prelim Plan By
4�5�
ArCnlfe,f /Speclallsl
I DATE
I REVISION JBY
APP'D
RO LL'149 278
1i - 18 u
op_ 'fDS113C
63
62
61
60
59
58
57
56
55
54
53
52
51
50
49
48
47
46
45
44
43
42
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
°< 10
9
8
7
6
ow'5
4
o�o.3
V�N2 -2
1
Material to N
1/4' plate gals
fabrication pe
12"
NOTES: 1.
Payment for pipe anchors which
ANCHOR SPACING SCHEDULE
DAIL _
FOR "AS CONSTRUCTED
PLANS" ONLY
shall include all pipe stakes and
STAT
hardware shall be considered
HIGHWAY DIVISION
Adft
WOShington Stote
Deportment of Tronsportotion
ZGA2,u10002391wo97D.DC ":t
Maximum Anchor Spacing
DP-21
as incidental and shall be
Pipe
4:1 Slope *
3:1 Slope *E
2 :1 Slope
included in the per linear foot
Dia.
Conc.
Conc.
M P.
Conc.
C.M.P.
'"" " "1�Eg
91WO97
PROJ. ENGR. J. JOHNSON
cost of pipe.
DRAINAGE DETAILS
DIST. ADM. R.O. ANDERSON
CONTRACT NO,
4oS'a
DATE
DATE
REVISION
8"
125'
250'
95'
190'
65'
135'
2.
The smooth coupling band shall
_ _ =
be used in combination with
12"
55'
130'
40'
100'
30'
70'
concrete pipe.
3.
Concrete pipe without bell
18"
T257
65'
1 20'
50'
15'
35'
_
=
and spigot shall no+ be installed
_
_
=
on grades in excess of 20 %.
For grades 10% to 20% Use spacing for 4:1
slope
4.
The first anchor shall be installed
For grades 20% to 30% Use spacing for 4:1
slope
on the first section of the lower
For grades 30% to 40% Use spacing for 3:1
slope
end of the pipe and remaining
For grades 40% to 55% Use spacing for 2:1
slope
anchors evenly spaced throughout
the installation.
The number of pipe anchors per run of
5.
If the pipe being installed has a
pipe shall be determined by the
manhole or catch basin on the
following formula:
lower end of the pipe, the first pipe
be eliminated.
Number of Anchors - Length of Pipe
SMOOTH COUPLING BAND FOR CONCRETE PIPE
anchor may
Spacing from Schedule
6.
When C.M.P. is used, the anchors
may'be attached to the coupling
1. Fractions 0.3 or larger shall
bands used to join the pipe as long
be rounded to the next higher
as the specified spacing is not
number.
exceeded.
2. Fractions below 0.3 shall be
7.
All pipe anchors shall be
dropped except the minimum number
securely installed before
of anchors shall be one (1) when
3"
backfilling around the pipe.
more than one section of pipe
is used.
1/Z" x 6' pipe stakes
PLATE DETAIL each side of culvert
Flatten to point
�e)
cte (see Detail)
al to be ASTM A 36 galvanized
fabrication per ASTM A 153
swp -as -as�a
ANCHOR ASSEMBLY - CORRUGATED METAL PIPE
DAIL _
FOR "AS CONSTRUCTED
PLANS" ONLY
STAT
FED.AID PROJ.NO.
HIGHWAY DIVISION
Adft
WOShington Stote
Deportment of Tronsportotion
ZGA2,u10002391wo97D.DC ":t
SR 405
SOUTH RENTON TO SUNSET BLVD.-HOV
DP-21
10
WASH
I -IR- 405 - 3(783)
DESIGNED BY
ENTERED BY D.B. MELBY
SHEET
t3Z
�
154
SHEETS
CHECKED BY G. WEBBER
'"" " "1�Eg
91WO97
PROJ. ENGR. J. JOHNSON
DRAINAGE DETAILS
DIST. ADM. R.O. ANDERSON
CONTRACT NO,
4oS'a
DATE
DATE
REVISION
BY
I
RO LL'149 279
T
T. 23 N. , R. 5E, W. M. NOTE:
/ THE LINER SHALL SE PLACED AS
LOCATION /� CLOSE TO THE BUILD /NOS AND
APPROX. -./ RIW SIDEWALK AS POSSIBLE.
6 q/ LSZ65 *16.06PT.5K=
('24 Al D /A. / LsZ65t40.7Z POTAHO
h LN 6 (74.46 PT BK. _
�\ \
G
s�w� E(IRM iil
NO. SrEO, s�EE.s DIVISION OF HIGHWAYS
10 IWASH
)B NUMBER l I- IR- 405 - 3(783)
91WO97 I
APPROVED
® Washington State
W,# ;Department of Transportation
SR 4 05 L-1
SOUTH RENTON TO SUNSET BLVD. HOV
SHEET
OF
SPILL LINER-EAST SIDE X34
SHEETS
' �'2 U"r li
77D
\�
LS LINE
260\
�
270
�
60
70
RCD L /NE h
AR3 70 +30.00 PC. AR 71-29-92P T AR3 72 * 76.00 P.C.
WA LL
7
2
TO
RjW
��
AR3 LINE
LINER CATCH LIMITS
. -. _
INCR cATC H L /M /YS
END LINER
w
j -
--
AR3 7276
b
'
N N
\t-
O I
- - J
a
+M�JI 0
-4Z /N. D/A. (TO BE
k
Q
BEG IN LINER
REMOVED BY METRO.)
M
e R/W
RCO 63 *I5
V) \
v
50 0 50 00
/5� 0
..........
......... ......... :...
SCALE IN FEET
............ .... ......... ......... ......... .......I.;.........
e I ....
. . .... . .........
G
s�w� E(IRM iil
NO. SrEO, s�EE.s DIVISION OF HIGHWAYS
10 IWASH
)B NUMBER l I- IR- 405 - 3(783)
91WO97 I
APPROVED
® Washington State
W,# ;Department of Transportation
SR 4 05 L-1
SOUTH RENTON TO SUNSET BLVD. HOV
SHEET
OF
SPILL LINER-EAST SIDE X34
SHEETS
' �'2 U"r li
- `B.q)`Yvm df fop-tiny
I ,
4
b:O
p
�b
� w
_.
......... ......
.........
.... .....
..
:..:..: ........... ............... ... .!...:
...�
Fy. .
Pen{ Coge Ur�derdrai�i. �Ptea j2 ." D.a "' — - - --
CHECKED
DOT romn czi-
Revl"d 9/82
90
91W097 I I-IR- 405 - 3(783)
APPROVED
® Washington State
Vf /; Department of Transportation
SR 405
SOUTH RENTON TO SUNSET BLVD. HOV 1'-2
SHEET
154
OF
SPILL LINER-WEST SIDE Z.34
O '2 tcin /�D SK g0r13C
RCD 6J,15 TO RCD 65* 95
RCD 67 *60 TO RCD 69 *50
AR3 69 *50 TO AR3 7 /t00
DITCH
LAP 6"
VAL GROUND AGA /NST WALL 2 M /N.
I I
WELL
HOUSE
I I
�t OR /G /NAL GROUND
SPEC /AL SO /L MIX
TYPE 2
GRAVEL BORROW
GRAY.
FOR I
RCD 6595 TO RCD 67,60
* THE LINER SHALL BE PLACED AS CLOSE TO
THE BUILDINGS & SIDEWALK AS POSSIBLE.
TYPE 2
'w 71,00 TO AR3 7276
4
LINER ANCHOR DETAIL
DOT FORM 2ZT -011
Revised 9/82
ROLL 1 149 282
(-) ,>uc(E SR' C)CIIJF
�
LAP 6 "
� L/ -°
SPEC /AL SO /L MIX
GRAVEL BORROW
/ /'
AGA INST WALL
stoaE
rODgA
�'�2'� MIN.
-- __ GRAVEL BACKF /LL
6� TYPE z
PVC LINER (JO MIL)
ORIGINAL GROUND
/n
�_ a
—
FOR DRAIN
RAVEL BORROW
GRAVEL BACKFILL I 2
MIN.
—
SPECIAL SOIL
_�_
1.5' MIN.
PERFORATED CONC.
oo o 0
oQo
FOR DRAIN
MIX TYPE 2
PVC LINER
UNDERDRA /N PIPE /2" 00 0 °0 Bpi
11 PVC LINER
SPEC /AL SO /L MIX
TYPE 2
GRAVEL BORROW
Q0 MIL)
/= �,,�
(90 MIL)
GRAVEL BACKFILL
FOR DRAW
VARIES 1'TO 2,5'
�
**LS 263,75 TO LS 265 *50
LS 26655 TO LS 27/20
DRAIN DETAIL
jE LS 265.50 TO LS 266 *55
3F WHERE LIMITED BY R/W PERF. CONC. UNDERDRA /N P /PE
SHALL NOT BE PLACED UNDER FILL
SLOPE
FOR "AS CONSTRUCTED
PLANS" ONL Y
sw
•ss -a�4o
ecoiox STATE
FED. AID PROD. NO.
""T
No.
�xOen
HIGHWAY DIVISION
®Washington State
SR 405
L-3
DRAWN M.
IABORN
1D WASH
T
SOUTH RENTON TO SUNSET BLVD. HOV
DESIGNED D.
SMITH
WI/: Department of Transportation
CHECKED &
WEBBER
°I�+0 e"
I- IR -405-3(783)
SHUT
lO°5
PROJ. ENGR. J.
JOHNSON
DIST.ADM.. R.
ANDERSON
CONT"ACTNO.
SPILL LINER SECTIONS/ DETAIL
�u
DATE.__
REVISION
11Y
APP'D
d Q
APPROVED
wars
DOT FORM 2ZT -011
Revised 9/82
ROLL 1 149 282
(-) ,>uc(E SR' C)CIIJF