HomeMy WebLinkAboutR-4363213
i
m
w
J
i
_
0
U
0
U
U
O�
0
0
N
E
o
3
0
a
Q>
0
co
co
N
0
O
rn
rn
m
rn
0
N
O
O
O
O
N
N
E
:_
0
CD
N
CD
0
Cn
1
0
W
SEE SHEET C6.14 FOR
I
1 I
w
CONTINUATION
y p D
25 .o
I D
ROOF DRAIN
OUTLET TO D
I BIORETENTION g4 AD #2
(TYP) A 1$ .L 8" S'
a E RD7.46 C6.20 S ® D CB #9
o
I RD
CB #8
N
SDI Q
SD
SD - - -
LU
o
°
SD
7
�
CB #C13
ss ss
ss ss ss
O
LU
CB #14
=
LU
LUr
�V
Z
W W
W W
_
LU
LL1
.. v D'
V
D
O
F-
I-
G
D,...
LU
O
v,
49
48 g
D .
46 45 �.
o.
D
:o
365
360
355
350
345
340
335
330
CB #13, TYPE 1
STA. 69+85.03, 146.85' LT
RIM=348.29
8" IE IN=346.42 (NE)
8" IE OUT=346.42 (SW)
co
N
CD
o
CB #14, TYPE 1
+
STA. 69+92.42, 174.40' LT
co
CD
00
RIM=348.69
8" IE IN=346.56 (NE)
m
LU
8" IE OUT=346.56 (SW)
W
W
J
Q
J
a
128 LF 8" SD @ 6.6
U 2.87%
72 LF 12" S9 @----------
-------------------
- -
-79 LF 12" 1 CB #8, TYPE 1
SD @ 1.29% STA. 69+83.01, 166.97' LT
RIM=348.66
12" IE IN=343.66 (NE)
29 LF 8" SD @ 0.50% 12" IE OUT=343.66 (SW)
J22
29
S-
44
NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M.
SEE SHEET C6.15 FOR CONTINUATION
i, F
Cn
LA-
7+4*7!P 24 W
LU
L. z I
Q I° 6 Rp O
v 6 0• o . a +
I'D�E=350.93-
CB#10-C7 CB #18 0-4LF6' SD@1.08%SW7f
LINE (TYP) CB #17
° ' Z
CB #15 °° =
i
ALLEY B o ss ss,� - 0 50 0o CB #16 0
D
-W W W W
' D
v Qn
R w
-0 v ° D. D 77
�T//��
_ p U)
LU
VARYING WIDTH L- LU
UTILITY ND ACCES Lei
ES T (TYP) F.
SD
�e
°I P
Il eke e ee
42 4 1 ::e g
48 40 39 --
_
° o 0
ED
II
Ln
O
O
CB #15, TYPE 1
m
o
STA. 48+89.09, 15.01' LT
c,0.
'S
PROPOSED GRADE
RIM=351.39
AT CENTERLINE
8" IE OUT=347.39 (SW)
m
UU)
w
w
EXISTING PH1 GRADE
Q
Q
AT CENTERLINE
2.00%
MATCH EX BACK
,..----------------
II
OF SIDEWALK
84 LF 12" SD @ 1.42%
__________________
-----------------------------
CB #9, TYPE 1,
STA. 48+25.67
RIM=349.73
W/ DOMED GRATE
12" IE IN=345.73 (NE)
12" IE OUT=345.73 (SW)
CB #10, TYPE 1,
STA. 49+10.14
RIM=350.93
W/ DOMED GRATE
12" IE OUT=346.93 (SW)
II
Co
06
CO
O
+
O
o
Q
cf)
U)
=
m
LU
W
J
z
Q
N
N
N
N
N
N
N
N
N
N
N
N
LC�
N
N
CD
CO
O
N
m
C7�
N
O
co
N
O
O
00
N
<t
co
N
00
CO
0-)
�
�
O
CV
CVCo
CV
00�
�LO
�'j-
I-
S)
q
�
�
'j-
LO
47+60 48+00 48+40 48+80 49+20 49+60 50+00
• Call 811
• • two business days
before you dig
2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL
1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL
0 CIVIL CONSTRUCTION PERMIT
NO. REVISION
365
360
355
350
345
340
335
330
KEY PLAN
NTS
NOTES:
SEE NOTES SHEET C6.10
ALL STORM IS PRIVATE UNLESS
OTHERWISE INDICATED ON THESE PLANS
LEGEND:
- - PROPERTY LINE / ROW LINE
ROW CENTERLINE
UNIT LOT LINE
# UNIT LOT NUMBER
PROPOSED ASPHALT
PROPOSED GRAVEL
D PROPOSED CONCRETE
D C
D .
CURB
360 PROPOSED CONTOUR
®❑ ❑ O ❑® CATCH BASIN
• CLEANOUT
--------------------
L z z z z _� BIORETENTION PLANTER
L J
BIORETENTION OUTFALL
�# BIORETENTION ID
SIDEWALK INLET 13
C6.33
BIORETENTION
BOTTOM
UPHILL
DOWNHILL
OVERFLOW
OVERFLOW
811
CONNECTED
NUMBER ®
AREA (SF)
BOTTOM
BOTTOM
CB
ELEV.
OUTLET
TO
ELEV.
ELEV.
(CB RIM)
IE
C6
40
349.25
349.64
#14
349.75
346.75
CB #13
C7
159
351.79
350.43
#16
350.93
347.93
CB #15
R-436321
S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W@SI�r1q)ff Iff 101h
0 10 20 40 DEVELOPMENT ENGINEERING 6
Ago HBray 12/31 /2025
1 inch = 20 ft. HORZ
39847 1601 5th Avenue, Suite 1600
0 2.5 5 10 'f'pfy �EGIST- 4 Seattle, WA 98101
1 inch = 5 ft. VERT 10 AL E206.622.5822
12/09/2025 www•kpff.com
SURVEYED:
SCALE: DATE:
HORIZONTAL -HAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202,
DESIGNED: %
JSF 12/8/2025 JSF MDR 10 RENTON 2842 NE SUNSET B LV D `°B°°"
JSF 08/31/2025 JSF DRAWN: RAG RENTON, WA 98056 DRAW1NG NO
MDR 05/27/2024 JSF CHECKED:
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C6.1 2
IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLYJSF ALLEY B SHEET* OF. 55
M
C)
O
00
Ln
ti
M
O
C>O
1
4
CN
J