HomeMy WebLinkAboutR-135305�9
W-1
NEW
EXISTING GROUND
UNSU )TABLE
PAYMENT: _
"UNSUITABLE FOUNDATION
EXCAVATION NCL.HAUL ",
PER CU. YD UNSUITABLE
SILL
MATER IAL
MATERIAL. SECTION
DEPTH
5TA.
2-01+00
TO
STA.
205 +00
(2.0'
STA.
209 +00
TO
.S7A.212
+50
5.'2-'
5TA.
BS Z +14
TO
STA.
BS -7+10
3.0'
STA,
D L 89 +00
TO
STA.
D L 92 +00
- LT. $ RT.
-ASPHALT
CONCRETE
PAVEMENT
C.LAS5 B
WEARING
COURSE
2 "COMP DEPTH
5 ECTION
PAYMENT:
"ASPHALT LINED BASIN",
PER EACH
PLAN
TEMPORARY,
SHOULDER
BERM
ASPHALT LINED BASIN
I
0
d
EXISTING i
BITVMINOUS
I PAVEMENT
I �
CUL-DE- SAC
D ETA I LS
PAY M E NT:` D ITCH
EXCAVATION I NCL.
HAUL:', PER C.U.YD,
DITCH SECTION
5TA. OR 5 +BO TO STA. OR -7 +75 RT.
STA. 19$ +SO - VICINITY LT.
STA. BR 1741-50 VICINITY LT.
A5PHALT CONCRETE PAVEMENT
CLASS B 0.4" COMP. DEPTH 8" TYPE 1 METAL DRAIN PIPE
ASPHALT CONCRETE CURB -
8.;
1
F>y O
SECTION AqF
SPILLWAY DETAIL
PAY M ENT:
"-TYPE J. METAL DRAIN PIPE 8" DIAM. ",PER LIN. FT.
"STRUCTURE EXCAVATION',", PER CV.YO.
"NANO PLACED RIPRAP °, PER CU.YD.
EXISTING
.STREET
VICINITY OF
STA--AL 82td0 L.T.
STA.DL93 +50 LT.
:1
I Wald %„
�Stael 6o.rs �/2 Dian +.
NOTE. END OF 8" METAL PIPE TO BE
COMPRESSED AS SHOWN ABOVE.
0
REGION NO.
STATE
FED. AID PROJECT NO.
I SHEET NO.
1-405- 3(198) ISS
13 OF 54
1 a
EX, 1571 N
-Z
I STREET
VICINITY
OF
5TA.
I(. 2
- RT.
5TA.
I G 7
- RT.
STA.
17 7
- LT. $ RT.
STA.
EF
12+50 LT.
STA.
E F
1 3 - RT
STA.
E E
1008 +20 LT.
5TA,
EE
1008 +50 RT.
CUL-DE- SAC
D ETA I LS
PAY M E NT:` D ITCH
EXCAVATION I NCL.
HAUL:', PER C.U.YD,
DITCH SECTION
5TA. OR 5 +BO TO STA. OR -7 +75 RT.
STA. 19$ +SO - VICINITY LT.
STA. BR 1741-50 VICINITY LT.
A5PHALT CONCRETE PAVEMENT
CLASS B 0.4" COMP. DEPTH 8" TYPE 1 METAL DRAIN PIPE
ASPHALT CONCRETE CURB -
8.;
1
F>y O
SECTION AqF
SPILLWAY DETAIL
PAY M ENT:
"-TYPE J. METAL DRAIN PIPE 8" DIAM. ",PER LIN. FT.
"STRUCTURE EXCAVATION',", PER CV.YO.
"NANO PLACED RIPRAP °, PER CU.YD.
EXISTING
.STREET
VICINITY OF
STA--AL 82td0 L.T.
STA.DL93 +50 LT.
:1
I Wald %„
�Stael 6o.rs �/2 Dian +.
NOTE. END OF 8" METAL PIPE TO BE
COMPRESSED AS SHOWN ABOVE.
0
REGION NO.
STATE
FED. AID PROJECT NO.
I SHEET NO.
1-405- 3(198) ISS
13 OF 54
1 a
WASH.
F- 023 -1(15)
1 1Z OF 23
PAYMENT: " DITCH
EXCAVATION INCL.
HAUL", PER CU. YD.
DITCH SECTION
STA. 1 -11 +00 TO STA. 171+-GO LT.
STA. 1 -73 +2g TO STA.AL %0 +50 LT.
STA, FL 314 +00 TO STA.FL 322 +IS LT.
STA. EE990 +OOTO STA. DR 5 +iG RT.
PAYMENT: "CHANNEL
EXCAVATION';
PER CU. YD.
CHANNEL SECTION
STA. 1 35 +00 TO STA. 14G +00 RT.
STA. 14-7 +00 TO STA. 1-7 1 +00 RT.
SVAC)ULDER W I D F- N I N FOR SIGNS
PAYMENT:" BORROW EXCAVATION,"
PER C.U. Y0.
'EMBANKMENT
COM'PACTION', STA. 144 +00 RT.
PER r -u.YO. STA. 1 45 +94 L.T.
STA. Z2-5+00 RT,
STA, 225 +'73 L7.
83'
I I
Il
II
l .0.05:1
I Lo.02:,
EXISTING
.0.02:1 100_2:1 �..e --� WALL -
ETE CULVERT
METER \�
PERFORATED
DRAIN PIPE
15" DIAM. — — —
GRAVEL BAC KFI LL iIE SEE PROFILE
FOR DRAINS SHEET NO. 41
ROADWAY SECTION A
MEDIAN
STA. 2444+50 TO STA. 245 +42.
PRIMARY STATE HIGHWAYS NOS. 1 & 5
LONGACRES TO CEDAR RIVER BRIDGE
IN RENTON
KING COUNTY
ASPHALT LINED SAWN, DITCH,
CHANNEL AND MISC. DETAILS
WASHINGTON STATE HIGHWAY COMMISSION
DEPARTMENT OF HIGHWAYS
OLYMPIA, WASHINGTON
E. A. COWELL, aajm
e. 1. Kllc .�LEL c. O. uwE
C L M�CALSON y
le
A M. WIA m
• ' �'` *S
SHEET 13 OF 54 SHEETS
CONTWU HYMSE.
/0-3-