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OEXISTING
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DRAINAGE LEGEND
EXISTING CATCH BASIN
EXISTING STORM PIPE
GRADE CONTOUR _--2g-__
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CALL 2 WORKING DAYS
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BEFORE YOU DIG:
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GRADE CONTOUR ------36------
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CATCH BASIN
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1Y-401
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STORM CATCH BASIN/MANHOLE
20 40 BO
STORM PIPE
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UTILITY CROSSING
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CONSTRUCTION KEYNOTES
O7 15 FT WIDE GRAVEL MAINTENANCE ACCESS DRIVE. SEE ALSO C1.4-3 O SRIP-RAP FOR PIPE OES AND URFACE WATER DRMUTLET NOTE AND POND LINIIGASHA L BE AS PER
ON
O2 NOT USED SHEET CO.2-1
OSEE BIRD CAGE DEBRI BARRIER DETAIL SHEET CI.5-4
4O BEEHIVE GRATE AS PER DETAIL SHEET C2.6
O DEBRIS BARRIER AS PER DETAIL 223.0 SHEET C2.6
MATCHLINE SEE SHEET C1.5-2
■ w B E O -z_. • W l __--- _III IT^/ AiN MAX
LlI U
W r/� W84 TI
1. W/STD GRATE \
Y m IIRIM . 19.96 ♦�♦_<^' \
F i 11E = 16.76 (12• W) \ //
Y O 1E • 16.76 (12• SE)
a - o
I/ - ♦ .
12• CPEP SD O
32 LF 1..P...
z cPE sD
CPE 00.20x.:�:?
z L.. .
g Y i �Y a ;
0 1
O Yi OS LF 12• CPEP
3 ...... .. ...
T.
80. .. ...::;:Ft;.... ... ...
F TWE , w R
W 570 GRATE.'
. /sou
- PoM . 7
.%" 203
z V RIM 1 ,9.96:'
D
E 15.49 ,2
TYPE 1 W 51D
E Y : ( E)
I a /
I --I
W a'
f
E 15.32 (,2" NW); :::?i :i: ;i';ii :i:'', i ...;:
\ I .�r.�l 14.57
16.49 12' S
(� aJ t I ry
.. E 18"
IE - 17.10 B` •'
I =I I'
E .
E 5.32 2 N�
d�•�aVoo / ( ) •
IL(
�'a:�:•: E - 17.10 12' N :-
b I ::
IE = 14.32 24' E .
W .g4 lF 11' CPEP
- 1 SD
m
I
F
rn
':`o TYPE , 111 'cRATe..::..
I
'c :::RY =20.09
q) c
':?a: ;'::; .yt.: �::[i 011:11 ,:i � :�t�:..
;:.'IE .15.]8 (8' E) ",:i'::.;' ' :.
IE. 15.78 12. ..I'1•:.'U.:K.fJ.h.
( W) LF 8• CPEP SD
r.t
2
s m
6'
,I•
8" '::G
'.:'64 �LF 8••CPEP�SD �0 �0 ��• W7 TYPE , W CRA '.
.SOx Z TE
:: SIj �:: ✓ /STU
R
I
4
TY2 E 8
W i
GRATE:
�
I -/STD ..... ... ......... .
. ... ... .. 20.16 .... ..
... .... ... E 6.08 8 W ... .... ...
x.... ... .. ..... ... .. ... ..
... ... ... .. .. ... W TYPE ... .... ...
• .... ......... .... ....� .. .......... .. .. ... ...,. ...... .. .M TYPE 1 5A .. ..
a MIS. 7
... ... .. .. ..... TYPE 2 2 .
t
{
...... .:....... ......:., ....,... .. .. W OPE F ....,;.: ..,.,... .; :. .. .. ..
N CURB ACE .
•..�W 0 N R F
PE CUB ACE ' P
�( W 0 EN CURB F '.
1 / ACE .
}III FRAME AND GRATE
I
7.:AND GMIE FRAME AN
�y.�y is;$: D GRATE: is '
t
2 .
PoM = 19.85
I .� :dBM -10.,3
a - RIM = 19.88'.'
5l LF 38'
• Nr'r:.:,:;. _.... CPEP ISD 0.0.70x [' :`•[ C . 13.11 (24' W) ` :i
l [ ^.IE = 13.46 30• S �� I
I N ( ) . E 3.80 30" 5-:�
e
¥ i I
S E 11 36'
SE 5
b
(
:'I 1
� PoP- E
PGIDNIlTA RAP DUTIEF.' ' 3.48 30" N :: I
E I'
1 c:;r.!�. 3.80 2
Y.�
J 30• AlN r
( )
RIM . 16.60'•':•.:.1:
N I
... ..............'..:.:.:.:.:.:.:............... ... .E 3.80 2 N :.;.:..,.
.... ... .. ..... � .. 'tel ....... .I.
E 3.00"-"-
i7
8' 8 LF 3p P
C EP SD Ofi0 LF 30 CK
TA .' P 0.21x. .
p.20x.�... SD e -
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J { Y I� �. __ ♦
_1lFIODOUIETA. MAINTENANCE DRNN__3_ __________________
____ ______ __ _______ : O WRIM-8�13R73
m reit yeti a
WET POND INLETA r - >' _ _ _ _ IE 12.68 O2• N)-
-
..y
SURFACE ELENATION y22�LF -
12° CREEP SD O 10Px
.--°° ° . �
_
M U x
f Y a LIND AVEN!t1E SVH wvF aoa9nera TYPE z 7z wrcx OVERFL° LOW TTOOPP = 13.5
•' _ _ 3 IE a 14.00 (38_W)-- ____
E PRIVATE TWO -CELL Tom{}----------- -
J._r_ y
4 T WET POND PROVIDE BASIC WATER'
= O , ;QUALITY TREATMENT REQUIREMENTS PER 2009 KCSWDM-
o' /
3 /
m v0 -Si I
o z
AS -BUILT
AS -BUILT DATED: 12
E = 15.59 (IB" W)
1p
I HII T -a 54 TYPE 2, 48•
PoM W.95 COVER
❑ Fti .4 :..\T\'. ' bR IE - 15.82(115-W
{�
1
4 TYPE 2 480 TIT
TIT !
\
Wn TYPE 2
\ 11
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O zF I
pPy
W/OPEN CURB FA
C
E
1 -
\
AND GRATE
Y =20.35
0
1
igl _
7
TYPE 2. 48• �: E - 1d31 4'
RBA - 2
v
E=141915 4•
FACE 2 E
W OPEN CURB :�: O
/
ACE : � 14 1 4'
a
i
FRMAE AND GRATE E
= 14.91 4'
.9 2
i
it
(
W)
RBI = 19.83 �
m L9
IE .1412 2
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6
( w) _
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E 5.22 �'.i'' :�:v �.
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E . 2 2 E
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ldD MRlF TYPE 2 72' WITH BIRDCAGE TRASH .. ' 4 RACK ..:. .:.:.:.:. ..:.: .:..: :.:...,....... ....... I � .
�... ......... )) I
eA°AROW TOP :18.8 .h�' - II
0 0
oK 3 :::i'
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•M TYPE 254•
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WO TYPE 2 1
`I W STD PIAN
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79 LF 24• CPEP SD O 0 .I�[
/ ) :: 204.30 CRATE
I 2x
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�r 1 °RAI . 19.69
r.:.
TYPE
:5i1E = 13.59 18• NW :i:i:,'i:Yi:5 1:51'1:;. __
r
TYPE 2. 80• :'
( )... - 00 x9 E = 1459 24' S
/
OPEN f :: E - 13.73 78' E :�:�:�.'::::::::::'''
GING ACE :::::::::::::. /
e: E S9 2 W
N'
'Rfil IlE AN T
O GRATE '
I. PE
�:::Po4 9.52 0
:. TYPE 2 48•
n
'�� O . C•:.ISA
3.96 (2 N) 1i $, .. P 'S 1$ :i 'RI SOLD COVER
CPE :'. 0.::::::: /
�::E = 18.17 12' NE � 2
( ) . RIM =
20.03
V
❑ I
.. 13.96 24'
s
\ ( ) IE - ,1.33 18'
ii i ( W)
N
::Y:
o IE 16,33 18' SE
t 0
L
. �. 12 CPEP SD O 1ACV-
0096
I.
♦ ,r •~_a._x _:_3 s_ _a_A_Y:_.ig},+__s _t_t_f_3 _+__ BXWMB, TYPE 2, W STD GRATE
__= w ♦}.♦ + + + « + + aB li 3s• cPEv m a osox • /
9' aoAlsr To MATCH
+++53 LF ,8• CPEP CO 0+2.95x++ + ++ + EX SOW B e" FINISH GRADE CORE AND CONNECT NEW 36"
++ « « + + + + + +<r+ 00 6<E--t44J-t;-ETCH EX 36". IE= 12.07
++ to + RIM= 21.59
38" CPEP SD p;« + / • E - J7,83-{36' 3} 12.10 (36" 5)
Q
' 20 LF - 6' P F PERF PEDO PVC, _ m- -- -s�� -- --
17.5: SUB DIR DETAR. '--=-1 , 0 0
--
ADA
_ - __ ___ -= . ____ -! ' CONNECT 36• SD TO EXISTING MANHOLE--
.
RAM0A1tOBIM1IH°-_-
A M77, AT 2 W/90UD COVER
TYPE 1, W/BEEHIVE ° PoM m 20.03 I a
= 11.90-(56" 5) 12.17 (36• S)
P 19.)I PRN�E RAIN GARDE�WTM-OVER6L 8 IE = 12.17 (18•W)
15 LF 38CPEP SD O 10.20% E = 16.67 (12• SW)® TO CONVEYANCE SYSTEM. IE c::1.98-(-36 -h) 12.17 (36" N)
-MISS, TYPE 272' 5 __ ---- _------------------------------------- _
W/STD SMD COVERWT T T
A
SW-.�.^'ArV W
W/ GAZED 12` 4ANIENCE DRAW2
.1 i
IE T .
IE _ ,2.4646 (36• W)
IE = 12.46 (12" ) 4' /
IE = 12.46 (36" E) 111
IE = 12.46 (36• N)
1
CITY OF RENTON
IKEA PROPERTY INC �aRAFRTMENT OF= PUBLIC WORKS
It 5. cpm 420 ALAN WOOD ROAD P�G14A(jo
'.5-20 t7 ,P OF CONTACT; DWIGHT
PA 19428 CIVIL STORM DRAINAGE PLAN
< CONTACT: CKEN. E. SLATON
TO SAND COISTRUCTION MANAGER Z
P: (810) 834-01&1; CELL om-Sag-x823 IKEA REDEVELOPMENT, RENTON, WA.
Date g E: DN0)T 04-0180; MU.
+ ••
DMB 3 27 O 4Q O
BARGHA= IX3i0� CFR
fPISTIL9. at" USEN CONSULTING ENGINEERS iW DATE 6/11/2015 n.E No U15001266
SSfp WG` 18215 72ND AVENUE SOUTH KEW, G Q0' aRsl\N
Date_ NAL E /• WA 98032 YTANO ENGVN�� 'SG SCALE 1'-40' lsne PAef_
�/Ni CONTACT: UAy GRUBB, PE
Dole (425)251-6222 atFnoVvrmDAMIOR (W NEILE MARKS AIHmO.5-3GF42
R-38471
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AS-0ILT NOTE 11l DA11WIk
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY RARGHAUSEN CITY OF RENTON, NAVD 88
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER AWN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2017. A BISHIC MANO
FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ALSO CONDUCTED W OCTOBER 2017. CITY OF RENTON CONTROL
THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBUC/PRNATE WATER AND SEWER SYSTEMS POINT NO. 1864 WAS HELD
WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PVNS MID THE DOCUMENTED FIELD FOR ELEVATION, BEING
REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88)
APWare4 BY:
Applore0 Dy:
Approvetl lry:
Ap rored
CALL 2 WORKING DAYS
�•A
BEFORE YOU DIG:
Z
E = 15.59 (IB" W)
1p
I HII T -a 54 TYPE 2, 48•
PoM W.95 COVER
❑ Fti .4 :..\T\'. ' bR IE - 15.82(115-W
{�
1
4 TYPE 2 480 TIT
TIT !
\
Wn TYPE 2
\ 11
'
.••::FWRAOMPEENANCDURCBRAFT AECE 5::5::ii:i : :.::::::::; q:;Iy,.;.;.T' I
O zF I
pPy
W/OPEN CURB FA
C
E
1 -
\
AND GRATE
Y =20.35
0
1
igl _
7
TYPE 2. 48• �: E - 1d31 4'
RBA - 2
v
E=141915 4•
FACE 2 E
W OPEN CURB :�: O
/
ACE : � 14 1 4'
a
i
FRMAE AND GRATE E
= 14.91 4'
.9 2
i
it
(
W)
RBI = 19.83 �
m L9
IE .1412 2
4•
6
( w) _
0
E 5.22 �'.i'' :�:v �.
( S
)
:
E . 2 2 E
9
lb
VJ
I
N
Y
I •,I
l
Yv::i
N
ry: q
11
I
ldD MRlF TYPE 2 72' WITH BIRDCAGE TRASH .. ' 4 RACK ..:. .:.:.:.:. ..:.: .:..: :.:...,....... ....... I � .
�... ......... )) I
eA°AROW TOP :18.8 .h�' - II
0 0
oK 3 :::i'
E . 11AD I I,
N 38'
( 4
0
0
e
2
•M TYPE 254•
>K
a
WO TYPE 2 1
`I W STD PIAN
/
W SOLID
79 LF 24• CPEP SD O 0 .I�[
/ ) :: 204.30 CRATE
I 2x
I
�r 1 °RAI . 19.69
r.:.
TYPE
:5i1E = 13.59 18• NW :i:i:,'i:Yi:5 1:51'1:;. __
r
TYPE 2. 80• :'
( )... - 00 x9 E = 1459 24' S
/
OPEN f :: E - 13.73 78' E :�:�:�.'::::::::::'''
GING ACE :::::::::::::. /
e: E S9 2 W
N'
'Rfil IlE AN T
O GRATE '
I. PE
�:::Po4 9.52 0
:. TYPE 2 48•
n
'�� O . C•:.ISA
3.96 (2 N) 1i $, .. P 'S 1$ :i 'RI SOLD COVER
CPE :'. 0.::::::: /
�::E = 18.17 12' NE � 2
( ) . RIM =
20.03
V
❑ I
.. 13.96 24'
s
\ ( ) IE - ,1.33 18'
ii i ( W)
N
::Y:
o IE 16,33 18' SE
t 0
L
. �. 12 CPEP SD O 1ACV-
0096
I.
♦ ,r •~_a._x _:_3 s_ _a_A_Y:_.ig},+__s _t_t_f_3 _+__ BXWMB, TYPE 2, W STD GRATE
__= w ♦}.♦ + + + « + + aB li 3s• cPEv m a osox • /
9' aoAlsr To MATCH
+++53 LF ,8• CPEP CO 0+2.95x++ + ++ + EX SOW B e" FINISH GRADE CORE AND CONNECT NEW 36"
++ « « + + + + + +<r+ 00 6<E--t44J-t;-ETCH EX 36". IE= 12.07
++ to + RIM= 21.59
38" CPEP SD p;« + / • E - J7,83-{36' 3} 12.10 (36" 5)
Q
' 20 LF - 6' P F PERF PEDO PVC, _ m- -- -s�� -- --
17.5: SUB DIR DETAR. '--=-1 , 0 0
--
ADA
_ - __ ___ -= . ____ -! ' CONNECT 36• SD TO EXISTING MANHOLE--
.
RAM0A1tOBIM1IH°-_-
A M77, AT 2 W/90UD COVER
TYPE 1, W/BEEHIVE ° PoM m 20.03 I a
= 11.90-(56" 5) 12.17 (36• S)
P 19.)I PRN�E RAIN GARDE�WTM-OVER6L 8 IE = 12.17 (18•W)
15 LF 38CPEP SD O 10.20% E = 16.67 (12• SW)® TO CONVEYANCE SYSTEM. IE c::1.98-(-36 -h) 12.17 (36" N)
-MISS, TYPE 272' 5 __ ---- _------------------------------------- _
W/STD SMD COVERWT T T
A
SW-.�.^'ArV W
W/ GAZED 12` 4ANIENCE DRAW2
.1 i
IE T .
IE _ ,2.4646 (36• W)
IE = 12.46 (12" ) 4' /
IE = 12.46 (36" E) 111
IE = 12.46 (36• N)
1
CITY OF RENTON
IKEA PROPERTY INC �aRAFRTMENT OF= PUBLIC WORKS
It 5. cpm 420 ALAN WOOD ROAD P�G14A(jo
'.5-20 t7 ,P OF CONTACT; DWIGHT
PA 19428 CIVIL STORM DRAINAGE PLAN
< CONTACT: CKEN. E. SLATON
TO SAND COISTRUCTION MANAGER Z
P: (810) 834-01&1; CELL om-Sag-x823 IKEA REDEVELOPMENT, RENTON, WA.
Date g E: DN0)T 04-0180; MU.
+ ••
DMB 3 27 O 4Q O
BARGHA= IX3i0� CFR
fPISTIL9. at" USEN CONSULTING ENGINEERS iW DATE 6/11/2015 n.E No U15001266
SSfp WG` 18215 72ND AVENUE SOUTH KEW, G Q0' aRsl\N
Date_ NAL E /• WA 98032 YTANO ENGVN�� 'SG SCALE 1'-40' lsne PAef_
�/Ni CONTACT: UAy GRUBB, PE
Dole (425)251-6222 atFnoVvrmDAMIOR (W NEILE MARKS AIHmO.5-3GF42
R-38471
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