HomeMy WebLinkAboutR-408545L;j
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FACTORY FABRICATED WELDED MANIFOLD END
SECTIONS (TYP). PROVIDE LAYOUT PLAN
SHOWING JOINT LOCATIONS AS PART OF
SUBMITTALS FOR ENGINEER APPROVAL.
IEv326.80 v ----- v -- IJLAIN
CONNECT TO CB WITH WATER TIGHT
CONNECTION (TYP)
" TYPE 2 CB
fH ROUND SOLID
CKING LID
000
'
i0" DIA. CONTROL 2
;TRUCTURE C5.6
V' DIA. ADS N-12 PIPE
ONNECTING WELDED STUB
IE 322.97
CONNECT TO CB WITH WATER TIGHT
CONNECTION (TYP)
.............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
.........
.........
......... .........
.........
.........
......... .........
.........
.........
3 !ASPHALT .. ........
c5.1 HAVEMENT
.
.........
335
335
...............................................................................................................................................................................................................................................:...............................................................................:.......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
3. ASPHALT
C5.1 PAVEMENT....
. ........ .
36 � ACCESS
... .
RISER 5.5
.......
330
330
....................................................................................................................................................:.,..,....:..:.....,........,.....,............
............ ...........................,.........
.....................................
Af5
........o
o
...
.........
.....BACKFILL PER
o° o'0'0
0
..
.......
DETAIL 5.
o°
o.°. p
325
0. . . . . . . . . . .
. . .
. . . .
. . . . o
. .
. . . . . . .
. . . . . . SHEET: C5.4 .
°.o . . . . p
. . . .
. . . . . . . . . . . . 325
0
0
............................................................................................................................................o...
O
........................................................................................................................................................................................................................................................................................................................
IE 322.40
.......................
........................... .....
BEDDING PER
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DETAIL 5
0
P. o
o
SHEET C5:1..
°
o.
P
.....
oo
Do°
°°°°o
.......
......
320
C _._._ — — _..
_
_ —
— — -
60" DIA.
2
A
0.5' .....
320
3 . 6 ,� .
.... C5.6 UNDERDRAIN;
PERFORATED .... : .........
PROVIDE- If .... : .........
: .........
: .........
.........
: ......... : ....STRUCTURE.
......... .........
.........
5.6
.
......... ; ...
......... ; 60' DIA
- .
.....GROUNDWATER. IS. . . . .........
.
q.............................................
....TRENCH
BOTTOM
......... ORAPPROYED,EQUAL.,PIPE.
321.6
......... SHALL MEET AASHTO M294
TYPE S
SPECIFICATION (TYP)
..............................................................................................................................................................................................................................................................................................................................:...............................................................................................................................................................................................................................................................................................................................:...............................................................................:...............................................................................:...............................................................................:...............................................................................:...............................................................................:..............................................................................
ELEVATION
SECTION A
1
DETENTION
SYSTEM
C5.6
NTS
GRAVEL BACKFILL FOR DRAINS
OR APPROVED (6" MIN
2.66'
o°°oo°°°°
SURROUNDING PIPE)
MIRAFI 140N
°°°°°°°°°
o00 °°°°°°
6" PERFORATED PVC RIGID
GRAVEL BACKFILL FOR DRAINS
FILTER FABRIC
o° o°
PIPE (SCHD 40 OR ASTM
(WSDOT/APWA 9-03.12(4))
WRAP ON TOP,
z
o o °o ° Q o0 o
D3034 SDR 35)
w
SIDES AND ENDS,
°° °°
GRAVEL BACKFILL FOR DRAINS
OVERLAP 12" ON
>
13" (TYP)
COMPACT IN 6" LIFTS TO 95% DENSITY
TOP.
18" MIN
[WSDOT/APWA 9-03.12(4)]
MIRAFI 140N OR
6" PVC SDR 35 PERF. PIPE
APPROV'D EQUIVALENT
W/SOLVENT WELD JOINTS
UNDERDRAIN PIPE DETAIL
. ' ..
i6 NTS
LE PER PLANS
UNDISTURBED NATIVE MATERIAL,
SCARIFY SIDES
AND
BOTTOM PRIOR
TO PLACING FABRIC
_
13" (TYP)
4 PERFORATED INTERCEPTOR DRAIN
C5.6 NTS
coterra
ENGINEERING PLLC
6413 Phinney Ave North
Seattle, Washington 98103
ph 206.596.7115
coterraengineering.com
2 DO
RECORD DRAWINGS
REVISION
SURVEYED:
DESIGNED: MB
DRAWN: MB
CHECKED: PA
BY I DATE I APPR I APPROVED:
SCALE:
L_
36" PIPE TO
DETENTION TANK
MANIFOLD SYSTEM.
INVERT ELEVATION
PER PLAN
RIM 332,
ROUND SOLID COS
MARKED "DRAIN" W
LOCKING BOL
REMOVAE
WATER -TIGHT COUPLI
4" DIA. ELB
ORIFICE
1.80" DIAMET
ELEV 326..
ELBOW 325.
ORIFICE ELEV 325.
ORIFICE
1.24" DIAMET
ELEV 325.
ELBOW 324.
ORIFICE ELEV 323.
36" PIPE FROM DETENTIC
TANK MANIFOLD SYSTE
IE 321.93 36" N1E 322
CLEANOUT GA1
SHEAR GA1
STEPS OR LADDE
ORIFICE
0.71" DIAMETI
ELEV 322.! .
60" TYPE 2 CATCH BASIN
1988
1 »=20' HORIZO TAL- NAD NAVD1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
��
SECTION A
FLOW CONTROL STRUCTURE
1 "=2'
CONSTRUCTION
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED
UPON UTILITY AS -BUILT SURVEY
PREPARED BY DAVID EVANS &
ASSOCIATES, INC., DATED 3/23/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
,� CITY OF
RENTON
Planning/Building/Public Works Dept.
)UTLET PIPE
RT ELEVATION
PLAN
S. 327.47
ISER 326.43
IORT(S):
I )$
2"gin
8" IE 321.93 S
R-408545
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WILLOWCREST TOWNHOMES
EDMONDS AVE NE, RENTON, WA
CML DETAILS
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7/29/19
PAGE:
DRAWING NO:
C5.6
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