HomeMy WebLinkAboutS-422701NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.
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506.15
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OUTLET ROCK LINING 7'WX8'LXl'T STUBARY CLEANOUT
MAX. EXTENT FEASIBLE WITHOUT (TYR), PER COR
IMPACTNG EX. CULVERT STD PLAN 406.1
SEE DETAIL, THIS SHEET
STA. 10+93 81, 20.94' L
12" IE 6f 1.69
----- . - - - - - - - ------ ------ - - - - --511.42
525
520
515
510
505
f0+00
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
f0+40
SNYDER PROPERTY
CONNECT 6" PVC DRAIN TO CB 2
CB 1, TYPE 1 \
SOLID LOCKING LID
STA. 12+2Z62, 19.08' L
RIM 5A $8.516.�6
EX. 12" IE /N 5t5�5 (N) 51306
12" IE OUT 5t5�1 (S) 514.69
CB 2, TYPE 1
VANED GRATE
STA. 12+ 14.95, 15.17' L
RIM &&83516.
12" IE /N �5f*-P5 (N) 512.3
12" IE OUT 314.5 (S) 512.11
6" IE /N 515 (W)512.39
A'ING COUNTY
-�
'EGRADE EXISTING
■ 7 ;DITCH -H$L 12" DI ® :Pzfi � a56 12 19.17X
(SEE DETAIL, i -- ---- -- --- i -r-i i--- i i111----------------- f------------------------ i i3 LF 12" D/ 0$�i5y ,
SHEET C5) i h� i I i i I I �� I h
1 +0� 0`+a9 I I � 1 / 12+00 I 2+69.89
- 11 _---- -r------------L 1---------------------------------r- _-----------�
i t LF 12" D/ T-
0 64x U, 158THA VE SE i
CB 3, TYPE 1 Q cn o d0
VANED GRA7F iVV
STA. 11+04.69, 15.17' L W ; ; W W
RIM 5f3:091 51.168
12"IE/N5ff.6jx(N)511.4,9 _�___ __❑___=
12" /E OUT 3;3-6•� (SW) 511.49 � P - O P OP O P - � P
can \\ � \
D WEGLIN'S FIRST ADDITION
FTI U) VOL. 68, PG. 6
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EX. CULVERT
---------- -
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----- ----- -f& LF 12" DI
- 111 0.561K
CB 3, TYPE 1
VANED GRATE
STA. 11+04.69, 15.17' L
RIM 6fdi6 513.68
12"IE/N6f0.6;z(N)511.49
ll 12" IE OUT 5ii:fr39 (SW) 511.49
fR- LF 12" DI ® 476W 0 64X
OUTLET, ROCK LINING (7'WX8'LX1'TZ
MAX. EXTENT FEASIBLE WITHOUT
IMPACTING EX. CULVERT
SEE DETAIL, THIS SHEET
STA. 10+93.81, 20.94' L
12" IE 6f-039 511.42 158 TH AVE SE
CS Z TYPE 1 I
VANED GRATE
STA. 12+14.95, 15.17' L
RIM &W 83516.85
12" IE /N 5i#i5 (N)512.39
12" /E OUT 5f#.25 (S) 512.11
6" /E /N 5f#. 75-5 (W)51 .
1213 LF 12" DI
CB 1, TYPE 1
SOLID LOCKING LID
STA. 12+2Z 62, 19.08' L
RIM 5i Af8516.86
EX. 12" IE /N §f{:(N)51a06
12" /E OUT 6$&.J7 (S)514.69
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3
10+80
11+20
11 +60
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
12+00 12+40 12+80
525
520
515
510
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I
NO TES:
1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON RIGHT OF WAY SHALL BE
PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY
DETAIL.
CA TCH BASIN NO TE:
IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF
THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE
REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND
ADEQUATE KNOCKOUT.
PUBLICLY MAINTAINED STORM ELEMENTS:
1
CITY COMMENTS
YLP
09.07.22
YLP
SURVEYED:
Dec
2
ONSITE INTERCEPTOR TRENCH
YLP
02.13.23
YLP
DESIGNED:
YLP
3
AS-BUILTS
YLP
10.4.23
YLP
DRAWN:
YLP
CHECKED:
YLP
N0.
REVISION
BY
DATE
APPR
APPROVE
ALL CATCH BASINS AND PIPES WITHIN EXISTING RIGHT-OF-WAY TO BE
PUBLICLY MAINTAINED.
SIDE SEWER NOTES:
1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2.009
J. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
CLEANOUT RING AND COVER
TABLE 4.2.2.A ROCK PROTECTION AT OUTFALLS
Discharge Velocity
at Design Flow (fps)
REQUIRED PROTECTION
Minimum Dimensions{'}
Greater
Less than
TVDG
Thickness
Width
Len th
Hei ht
than
ore ual to
5
Rock
1 foot
diameter
8 feet
Crown
liningi2
+ 6 feet
or
+ 1 foot
E
4 x diameter,
whichever is
5
10
Riprap(3)
2 feet
Diameter
12 feet
Crown
+ 6 feet
or
+ 1 Foot
or
4 x diameter,
3 x diameter,
whichever is
whichever is
greater
neater
10
20
Gabion
As required
As required
As required
Crown
autfall
} 1 foot
20
NIA
Engineered
energy
dissipater
re uired
{�) These sizes assume that erosion is dominated by outfall energy. In many cases sizing will be governed
by conditions in
the receivira waters.
{2) Rock lining shall be quarry spalls with gradation as follows:
Passing 8-inch square sieve: 100%
Passing 3-inch square sieve: 40 to BO°I° maximum
Passing 3/4-inch square sieve: 0 to 10% maximum
prap s all a reasonably wellgrade with gradation as allows:
Maximum stone size: 24 inches (nominal diameter)
Median stone size: 16 inches
Minimum stone size: 4 inches
(Vote. Riprap sizing governed by side slopes on outlet channel is assumed to be approximately 3: 1.
FIC:I RE 4.2.2.A SCHEMATIC REPRESENTATION OF YIYElC:I: LVERI DISC}IARGE PROTE(: T'IO.
YOHANNEL
.,B.
(4' MIN.)
�i
ILL
G4
2'
MIIN_
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rL w
PLAN
NTS
PLACE ROCK V ABOVE CROWN
BOTH SIDES OF CHANNEL FOR -A" -c 8'
ONE SIDE OF CHANNEL FOR "A" } 8'
�1' MIN.
I DISCHARGE PIPE
1 �
FILTER FABRIC
LINER UNDER V OR 2'
ROCK ROCK THICKNESS
SEE TABLE 4.4.1.A
SECTION A -A
NTS
OU TFALL PROTECTION NOTES:
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
0 10 20 40
1 INCH S-BUILT
HORIZONTAL
0 2.5 5 10
EEEMi
"l CER77FY THA T THE INFORMA 77ON SHOWN HEREON WHICH WAS
1 INCH = 5 FT. AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS,
VERTICAL ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS,
ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY
ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 912912023."
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991 o O T Y OF
'RJ RENTON
ONE INCH DATUM
AT FULL SCALE •v Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
REQUIRED DIMENSIONS
S' FOR ROCK fJNING
"A*+B" 12' FOR RIP RAP
SEE TABLE 4.2.2.A.
30,
MIN_
0)
1.0
00
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R-0422706 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
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13-
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DATE: W
07.08.22 0
FIELDBOOK:
PAGE: Z
DRAWING NO:
13229 & 13233 158TH AVE SE C 6
RENTON, WASHINGTON 98059 SHEET: OF:
9
DRS PROJECT NO. 21155
SNYDER PROPERTY
COMPOSITE UTILITY PLAN