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DRAfAGE 1 RNEND
EXISTING CATCH BASIN
EXISTING STORM PIPE
EXISTING GRADE CONTOUR 28..�.
PROPOSED GRADE CONTOUR - - - - - 36— - - - - -
PROPOSED CATCH 8�SN1�1 ■
PROPOSED STORM CATCH MSMN/MMNHW
PROPOSED STORM PIPE •�•r
UTILITY CROSSING � J
KEYNOTE"o,
Q EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR
OTHERIMSE FIELD VERWY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR
OTHER METHOD.
0 EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE
FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRIICADE OR OTHER METHOD.
ID EX. WATER LINE, (MATER VALVES AND HYDRANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR
OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRCADE OR
OTHER METHOD.
F41 EX. UTILITY TO BE SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. CONTRACTOR
SHALL COORDINATE WITH THE OWNER, ENQ NEER, FIRE DEPARTMENT AS NEEDED TO CONFIRM
NEEDS PRIOR TO DEMOLITION. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY
LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD.
JN aA 7tia!!r n AM" a" IwWw ww A W N-
MATCFILFET C1.5-2
S • GRA
�P pF A Sy �t9
WER MAL CAAM Pm A_,
CITY OF RENTON, NAVD 88 TO W
Aplxowd by: A Dote
II-o
CITY OF RENTON CONTROL bre
Dote S � ? 2852 7
POINT NO. 184 WAS HELD61
by: Dote S10MA t
FOR ELEVATION, SING AWovod
19.488 FEET (NAVD88) Dcl<te
CONSTRUCTION KEMMS
DCONNECT TO 3" CANOPY DOIMiSPOUT DWIMd. SEE ARCHITECTURAL
DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION.
<D 4' STORM PIPE • 1X MIN. LENGTH AS REQUIRED. PRONDE AND INSTALL
4' TO 3w FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL
O3 SEE SPIFFY C1J-2 FOR SMMTARY SEWER CROSSINGS. SEE SHEET
C1.7-4 FOR CATER MIAMI CROSSINGS.
IKEA PROPERTY INC
420 ALAN WOOD ROAD
N, PA 19426
t OWAiCT: DWIGHT E. SLATON
carosymmT ON MAMA=
P-- (610) 04 -MM CELL 303-50-4623
c:
N CONSI&TMNG ENGINEERS
18215 72ND AMENUE SOUTH KENT,
1A 98032
COWAICT: JAY GRUAB, PE
(425)251-6222
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NE = 16.2! (15 S) ! ,.
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IE = 16.29 (1 SOME) I
11 ! c,
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3 � ♦ 50 lF 1 e" CPEP SD � 0.208
}
r' ATM 2_46" j
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= 18.04 (15" E)
. a 14.56 (JO" W)
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' E IE = 15.73 (15' E)
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IE = 15.73 (24" S)
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I
DRAfAGE 1 RNEND
EXISTING CATCH BASIN
EXISTING STORM PIPE
EXISTING GRADE CONTOUR 28..�.
PROPOSED GRADE CONTOUR - - - - - 36— - - - - -
PROPOSED CATCH 8�SN1�1 ■
PROPOSED STORM CATCH MSMN/MMNHW
PROPOSED STORM PIPE •�•r
UTILITY CROSSING � J
KEYNOTE"o,
Q EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR
OTHERIMSE FIELD VERWY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR
OTHER METHOD.
0 EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE
FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRIICADE OR OTHER METHOD.
ID EX. WATER LINE, (MATER VALVES AND HYDRANTS TO REMAIN. CONTRACTOR SHALL POTHOLE OR
OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRCADE OR
OTHER METHOD.
F41 EX. UTILITY TO BE SELECTIVELY DEMOLISHED AS CONSTRUCTION PROGRESSES. CONTRACTOR
SHALL COORDINATE WITH THE OWNER, ENQ NEER, FIRE DEPARTMENT AS NEEDED TO CONFIRM
NEEDS PRIOR TO DEMOLITION. CONTRACTOR SHALL POTHOLE OR OTHERWISE FIELD VERIFY
LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD.
JN aA 7tia!!r n AM" a" IwWw ww A W N-
MATCFILFET C1.5-2
S • GRA
�P pF A Sy �t9
WER MAL CAAM Pm A_,
CITY OF RENTON, NAVD 88 TO W
Aplxowd by: A Dote
II-o
CITY OF RENTON CONTROL bre
Dote S � ? 2852 7
POINT NO. 184 WAS HELD61
by: Dote S10MA t
FOR ELEVATION, SING AWovod
19.488 FEET (NAVD88) Dcl<te
CONSTRUCTION KEMMS
DCONNECT TO 3" CANOPY DOIMiSPOUT DWIMd. SEE ARCHITECTURAL
DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION.
<D 4' STORM PIPE • 1X MIN. LENGTH AS REQUIRED. PRONDE AND INSTALL
4' TO 3w FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL
O3 SEE SPIFFY C1J-2 FOR SMMTARY SEWER CROSSINGS. SEE SHEET
C1.7-4 FOR CATER MIAMI CROSSINGS.
IKEA PROPERTY INC
420 ALAN WOOD ROAD
N, PA 19426
t OWAiCT: DWIGHT E. SLATON
carosymmT ON MAMA=
P-- (610) 04 -MM CELL 303-50-4623
c:
N CONSI&TMNG ENGINEERS
18215 72ND AMENUE SOUTH KENT,
1A 98032
COWAICT: JAY GRUAB, PE
(425)251-6222
W 7l�f
�e
KEnMP
NOT TO SCALE
!
1 .
1 Q !
! !
! !
i i 1
! 1
1 ! [
o 00 99 i
t A �
It TVK 2-46"
r GA� 1 �► <
I.7'V• !
` 11M 19.97 ;
' I
NE = 16.2! (15 S) ! ,.
1E = 16.29 (SOW)
IE = 16.29 (1 SOME) I
11 ! c,
! i
3 � ♦ 50 lF 1 e" CPEP SD � 0.208
}
r' ATM 2_46" j
cm"
20.33
00 = 14.56 (24" S) I .
= 18.04 (15" E)
. a 14.56 (JO" W)
> > COMT1rPE 1.w N CUM FAM
>.a
{>>�, RIM = 19.57
= 16.32 (8" SE)
.a
p 1
>�a LF8 �•
a > k 2 a
>
a
> > $ � > � AA I I P� I 1 • #••
IL TVK 2-60
r W/ SOLID COWR
> MM = 21.25
>aa.
1
E IE = 16.19 (18" SO
' E IE = 15.73 (15' E)
> . IE = 16.02 (8" W)
IE = 15.73 (24" S)
>
aaaaa ` � 1
i 1 �&gym". • i � i • ,,r
i 21 LF 24" CPE SD • 20.08X
00
M p
> a 1 ! 1
--------2°--�` > A 162 LF 15* (PEP SO • 0.2019
ice► ��>� La
►.7� �>>a > } 1
i
TYPE 2, 46"
• a a >
N MIM FAKE
{ } } AND CUTE
} t
21.14
16.05 15 E
16.05 (15" W)
> � > s p 1 � •
'^!"fie"
• > o � a o > x a > " • ' t
r£ a a r a� •^e� 1 1
• �„ � � a �' � � a > a �I�I�7 ' 1 ! �
r > r >>adaL. !
♦ "'. n oo! !
! ! !
an
on
—is'•'�r`t s E 1 !
x v 1 Gil 1
a> �'>� • 1 E L �
00
! !
a a a }
CITY OF RENTON
r>mrARTMENT OF rIJnLIC W4c)RiC8
Ak AL
_.
A AIN Am OWN
• r • • . .
• i
t r •
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