HomeMy WebLinkAboutSWP2702264.11n
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16'-0" CHANNEL BOTTOM TRANSITION, 10' WIDE CULVERT, U/S & D/S
12'-0" (TYP ALL EXCEPT 8'-0" CHANNEL BOTTOM TRANSITION
CROSSING #2A 8'-0" LG) 6'WIDE, U/S & D/S
45` TYP U/S & D/S
TONGUE & GROOVE
JOINT, GROUT INTO
PLACE
sswp--272240t
45° TYP U/S & a/S
PRECAST CONCRETE
CURB; STD LENGTH
6'; EXTEND PAST
SENDS OF ROCK WALLS •
. B
---------I---------
• PT B
-------- •
• PT A
B •
CHANNEL SECTION PER
SHEETS 3-6, TYP.
FLOW
PRECAST CONCRETE BOX PRECAST CONCRETE BOX
CULVERT; 10'W X (5'H OR 4'H) CULVERT; 6'W X 4'H X
X 12' LG SHOWN THIS HALF (8' 12' LG SHOWN THIS HALF
LG CROSSING #2A NOT SHOWN)
TYPICAL CROSSING PLAN
(PRECAST CONCRETE BOX CULVERT)
(REF. SHEETS 3, 4 & 5 FOR LOCATIONS)
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4" 10"
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ry
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11'-4" MIN ROAD SURFACE WIDTH
(7'-4" CROSSING #2A ONLY)
ROADWAY &
BOX CULVERT
FLOW
4'-0" LENGTH
(NOT REQUIRED
CROSSING #2A)
' I -I i I -III -I I i I -I i i-I '�--1 I I -III -III -I I I
COMPACTED SUBGRADE
8'-0" STD. LENGTH
A -A
TYPICAL LONGITUDINAL SECTION
0 1 1 1 2'
1 /2" = 1'-0"
SLOPE UP OR DOWN AS
REQ'D (4% MAX) TO MATCH T.O.
CULVERT TYP; SEE NOTE 2 ----�
EXISTING GROUND
VARIES; SEE PLAN/
PROFILE SHEET 3
S- 490 t1AAX.
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0.0 0
0.
J COMPACTED EXCAVATED `i// 00
�- GRANULAR MATERIAL OR\��\ 0 0
IMPORTED GRANULAR 0 0
BACKFILL, TYP. - ° °
0.00
0.
SLOPE UP OR DOWN AS
REQ'D (4% MAX) TO MATCH T.O.
CULVERT TYP; SEE NOTE 2 p
i
EXISTING GROUND
VARIES; SEE PLAN/PROFILE
SHEETS 4 OR 5 ---7,
4" MIN CRUSHED ROCK; EXTEND OUT
TO LIMITS OF ROCK WALLS TYP
PAVING LIMITS UNDER THIS CONTRACT
BACKFILL W/ CRUSHED 1'-0" EXTENT OF ASPHALT
ROCK AFTER PAVING CL BOX CULVERT/ SURFACING, TYP
4" ACP ASPHALT CHANNEL BEVELED EDGE TYP
SURFACING S=4% MAX
-----=_---5�% MAX.
ate- o o --
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0 0 00
1 0. o
P00 TEMPORARY
o EXCAVATION
In
MAINTAIN CHANNEL
DEPTH THRU BOX
p CULVERT/CROSSING
a
p d
0" MIN DEPTH OF
STREAMBED GRAVEL
10'-0"
B -B
TYPICAL 10 X (5 OR 4') BOX CULVERT
S_ MAX.
po --
------------------
--
'%'_S=4%
MAX.
-- PRECAST CONCRETE
CURB; INSTALL W/
3/4"0 EPDXY ANCHORS
DRILLED INTO CONCRETE
BOX CULVERT OR W/
#6 BARS DRIVEN 18"
MIN INTO GROUND &
W/ NON -SHRINK GROUT
IN HOLE THRU CURB
-- STREAMBED GRAVEL
ROCK WALL
3-MAN ROCKS, TYP.
VARY DIAMETER OF
ROCK TO MATCH
UNDISTURBED EXISTING GROUND
GROUND
0 0
0
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O'O
O 00 a
O.
BOX CULVERT/
CHANNEL
A ---gip a opt
o. 0 .
0 00
d 0
c' ° °
0
SLOPE; SEE
NOTE 1; TYP
p II /�' ALL SIDES
Un
FOR BOX CULVERT I.E.'S
SEE SHEET 3
TYP.
COMPACTED
SUBGRADE
FOR BOX CULVERT I.E.'S
SEE SHEETS 4 & 5
III
6' - 0"
B -B
TYPICAL 6' X 4' BOX CULVERT
NOTE: INFORMATION TO BE SAME AS SECTION F-F ABOVE
FOR 10' BOX CULVERTS UNLESS NOTED OTHERWISE
AS REQ'D
VARIES VARIES FOR ROCK WALL
PLACEMENT TYP.
MINIMIZE DISTURBED
AREA, RESTORE PER PLAN
GROUND
UNDISTURBED
OUND
1
6
BOX CULVERT
I.E. VARIES; 2
SEE PROFILE --, 1�
I �
J I
STREAMBED GRAVEL, - '
12" MIN. DEPTH \ �� j
LIMIT OF
EXCAVATION
/�d o 1 1 11 �\///�%ice.
0 00 16 COMPACTED GRANULAR
0
0 J BACKFILL
a . 1
EXCAVATE AS STEEPLY
AS POSSIBLE, TYP.
00 BACKFILL, TYP.
o
--
o .° �/ ' 4
CON�TRUCTI�N GEOTEArl4
CHANNEL 6" MIN (REF 1.0'
3.0'
PAY LIMITS
TYPICAL TRANSITION UPSTREAM & DOWNSTREAM OF BOX CULVERTS
C -C
Engineers and Scientists
Bellevue, Washington
TEL: (425) 602-4000
FAY- (A?v,) Fn?-an?n NO.
CROSSING LOCATION SCHEDULE
(PRECAST CONCRETE BOX CULVERT)
CROSSING NO.*
BOX CULVERT SIZE
POINT** NORTHING EASTING
1
10' X 5'
A
175426.12 1310232.40
(12' LENGTH)
'
B
175429.77 1310234.45
2
10' X 4'
A
175489.32
1310400.30
(12' LENGTH)
10' X 4'
B
175491.17
1310406.00
2A
A
175385.48
1310682.67
(8' LENGTH)
B
175382.83
1310685.67
3
6' X 4'
A
175303.32
1310909.12
(12' LENGTH)
B
175306.03
1310914.48
4
6' X 4'
A
175394.56
1311044.30
(12' LENGTH)
B
175397.28
1311049.65
5
6' X 4'
A
175484.36
1311237.53
(12' LENGTH)
B
1754961.19
1311239.56
* FOR CROSSING LOCATIONS SEE SHEETS 3 THRU 5.
** FOR LOCATION OF POINTS A AND B SEE TYPICAL CROSSING PLAN THIS SHEET.
Dqft*1411640A
REVISION
x �T� 12-21-99
BY I APPR.
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR DESIGN OF
EXCAVATION CUT SLOPES AND TEMPORARY
SUPPORT SYSTEMS IN ACCORDANCE WITH
GOVERNING REGULATIONS.
2. TOP OF CULVERT ELEVATION RELATIVE TO
EXISTING GROUND ELEVATION VARIES ® EACH
CROSSING. SEE SHEETS 3 THRU 5. CONTRACTOR
TO PROVIDE FINISH GRADE ® 4% MAX. SLOPE.
WARP TO FIT AS REQUIRED.
SCALE 0 3 6 FEET
I' 1' 1 I I I I I
3/8" = 1'-0"
EXCEPT AS NOTED
APPROVED
�I
.I
BYaD �jAT} 3-6T98
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
MAPLEWOOD CREEK FISH CHANNEL PROJECT
BOX CULVERT CROSSING DETAILS
DESIGNED: CMG/DEP DATE: 7/1/98 FILE NAME: SHEET10
DRAWN: WMD
CHECKED: DPT SCALE: AS SHOWN FIELD BOOK: PAGE:
DATE APPROVED: SHEET: 10 OF: 22
DIRECTOR OF PUBLIC WOR✓S
, /--*) _s•>d(tcA SCANNED fv3�,.? 3 0 Z000
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