HomeMy WebLinkAboutSWP2702817.53A
C
4 � 3
NOTE:
ASHPALTIC PAVEMENT MATERIALS AND
CONSTRUCTION PROCEDURES TO BE PER
WASHINGTON STATE DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS,
M 41-10
ROAD
2' SHOULDER 4" CLASS "E" PAVEMENT
9' LANE
IND-
EXISTING GROUND SURFACE 2% 2% 2" CLASS "A" PAVEMENT
DRAINAGE SWALE, R 2' �— DRAINAGE SWALE, R 2'
6" CRUSHED GRAVEL BASE
2" TOPSOIL AND SEEDING COMPACTED SUB BASE
5" WIDE REFLECTORIZED WHITE
EDGE LINE, SEE SPECIFICATIONS
SECTION 02580.
EDGE OF R
TYPICAL
CA ROAD
J A E it
NOT TO SCALE
YOAD 5" WIDE REFLECTORIZED WHITE
(.FNTFR I INF CFF gPFrIFIrATInNC
Rl
NOT TO SCALE
W
Q 20
w
J
W
10
STATION
' WIDE REFLECTORIZED WHITE
)GE LINE, SEE SPECIFICATIONS
-CTION 02580.
2
EXISTING GROUND SURFACE
9" TnPcnli ANn 0,FFr)IN(;
LEVEE& ROAD
VIRTICAL PROFILE
NOT TO SCALE
REVISIONS
SYMBOL ZONE DESCRIPTION DATE BY
5' LANDING
TOP OF BERM
MAX. GRADE: 12H:1 V 5' LANDING
FOR 30' HORIZ. TYP.
z z—z=z—z—x—i—z
EXISTING PATH
PANEL
EXISTING PATH
—=z—rt—¢—i—z x x��z max-z
-
x�x x
- .
PANEL
x�x�x—x
- -
_
4" PCC SIDEWALK ON
,_x
2 CRUSHED GRAVEL BASE
SAWCUT EXISTING
PANEL OR AT JOINT
COMPACTED SUBGRADE
PATH PROFILE E 5
NOT TO SCALE
DINTS. J3EE PLATE INTS BETWEEN
O � 219173
PANELS TO BE EXPANSION
WWF 6X6-W4XW4
MATCH WIDTH OF EXISTING PATH
APPROX. 8' owl
4" PCC
x=x—x o x—x . o ao x—x —x . x�—x—x—x� . X A �x x
1 r . ,
---------------- .---...-- .
2" 2" CRUSHED GRAVEL BASE
LEVEE EMBANKMENT
!PATH SECTION
NOT TO SCALE
AS —BUILT
IF SHEET IS LESS THAN 32" X 21" IT IS A
REDUCED PRINT, REDUCE SCALE ACCORDINGLY
U.S. ARMY ENGINEER DISTRICT, SEATTLE
CORPS OF ENGINEERS
SEATTLE, WASHINGTON
LOWER CEDAR RIVER FLOOD CONTROL
LEVEES & FLOODWALLS
CIVIL DETAILS VI
coM l—
A—D
RAFTING
4 3 2
RENTON
SIZE INVITATION NO.
D i B-99-0017
DSCN_ PWNV
Pl'/:vialIIII to] i
FILE NO. DATE, PLATE
E-19-1-70 98DEC03 C-45
OHK. BRB SHEET 53
SCANNED SEP 13 2002