HomeMy WebLinkAboutR-423830A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C3.05
��1111- �, �Cn�IN 1EE=16.38T6
CY) CO
\/. I I TC 20.92
Ir
J
BC 20.CD
42
l �2o.a ' o rc21.ss Bc21.10 )DCB o
x
II _ - �(� _� - - -rlr . ` 1l5i96 W S BC 21.38 I �, , IF(E)=15.59/' 6"CONC
I
I 1 / I I TC 21.01
BC 20.51
H
li I I I I I I / U , ,�,�,, TC21.00 coI I FINISHED GRADE OF FIELD = 21.5 \ , ° }, �i ,',� BC20.50
II I I - (Oxn
I - 1 I / / I / I °: - I TC20.99
/ I I I I I T �- BC 20.49TC 21.53
I
BC 21.03 I 1•
BC 20.51 • cn Co
/ - - co II
LU v
111� I I I I\/ I) �l I /� I � I � (I � I I o I ASPH x I
fir-
� I I I I I I I I \ II ASPH , • �
Z_co s0c6 rco
(,� I I I I I I I (n RIM=20.17'
co x IE(E)=15.63' 6"CONC
z
z I I I 1 I I I I,
\\ i v Cnx 1
1 . �I . /� / � I 1 11 i I TC 211.10 x
Q li: 1 1 I 1 �I I I I I / I i 11 BC I -
I - -
Cn -
I \ UNDER FIELD DRAINAGE I (� I I ZI
PER FIELD DESIGNER / I 1 ' I I co
-III �\ l N 4 / ���
Q I I \ 1�� / I I I 1 I I l E 1s�3' xa xas xaS
/ 1 I I I/ � Cn 11
\ x CDIRRG
I x
LU II 1 �� >00 - --�� \ ��-^-\_ IIR 18LF24"PV @0.5% o
\ \ 7 SDMH 15j i 1 ' x SDCB
I v SDCB RIY=20.20'
R/M=20.61 '
O I I lE(N)=13.33' 12 PVC
U /E(N)=12.17' 18TONC 1 I SD C01 CB TYPE H - 7,2,)' Z0-1 IE(W)=13.10' 18 CONC
M i I \ IE(W)'1 .91 24TONC I I ' / IE(S)=13.38' 12'PVC ASPH
\ " �I o RIM=20.52 �F(E=13.65' 12PVC v
\ lE(E)=1ZOo a o IE=11.91 24"(OUT)W x
LU ' ) I , x W/ SOLID LOCKING LID
w LU SD CO2 CB TYPE II - 48" I I W/OIL POLLUTION CONTROL RIM=21.50 I
,, / TEE PER 21C3.21 SE), SD _ I SDx
z � I' - , IE=11.82 24"(IN)E I IMP I J
W I \ _ _ J IE=11.82 24"(OUT)S I I • CONNECT TO EX -
' W/ SOLID LOCKING LID
I I , SDx Snx SDx SnX�
0 I / I 4.5 �7 I FORDRAIREROUTE
TEM ( I
Cn Ie
wj W I' \ STORM RUN 6 \� I ( SDMH 1
SEE SHEET \ I ' I TC 09 Q H I STORK Al
I �
w O------- = J3EBQlJ ------------------------
;- - -�- - - - - - - - - - - - - - - - - - - - - - - - -
00 288 L. v 2 Pod% °
1 III
--------------------=J
. 4-
�■■■����=ems
B.
B. BR0
�jr OF WASH
33708
��SIONAL
'gw=1203 18 CONC
BC .59 /E(W)=12.13' 24'CONC
_ 4'CONC
-43 24" PVC @ 0.5% I
\/ 21.50 O 20.55 EX
°
SD C 3 CB TYPE II - 48"
°. ° v 21.50 21.50 I RIM = 1.50
IE=1 1 24"(IN)N
21.50 1 21 50 I IE=1 1 24"(OUT)W I
a° 44
W/ S LID LOCKING LID I
a ..I 21.50 II I 21.50 I PR OSED BUILDING WILL REQU
SE RATE BUILDING ERMIT
20.56 EX
I
: ° I -
{I ° 21.50 I 21. 0 ° 120.53 EXj
aOd\ .° d °° I I d S
a e i I i TOP(N))=1
-a
II I i /.°
I I I
A 21.50 21.50 j+�d . I TC 21.50 I
I BC 20.58 1
° °
I :.ad RIM=�o l I i
f° l)=1507' f2 P C I /
STRUCTURE WILL /°. ° E 528° C,P ('
I° I REQUIRE SEPARATE I 1514.' 12 PI
BUILDING PERMIT .. 1� ° i IE=15.28 4"(IN)S
° ° ° I TC 2150
•co
ASPH
II
I �
I�
IISDCB
RIM=20.15' 1
IE(S)=15.57' 12'PVC I
II
x
II
i
Cn
v
x
SDCB0
RIM=20.12' x
1E(W)=17.30' 6 CONC
Cn
0
x
T TI II"l T)=Tr 6'Z'7
o
x
Cn
I
x
ASPH •co ASPH
I I
•co
SOCB RhV=
R1M20.15' R1M=20.15'
IE(E)=16.44' 6 CONC 1E(E)=16.36' 6'CONC
I
Cn
I
I
cn -
0
x
I
0
x I •co
x SDCB
RIM=20.18'
IE(E)=15.54' 6 CONC
o I
I
SDCB
RIM=20.14' I f
0 0 /E(E)=16.35'
I�
o SDCB
I�
x RIM=20.15' V
IE(N)=14.01 ' 12 PVC
IE(W)=14.01 ' 12'PVC
\S, LU
o� 1 w
SDx
IN
SDx S SDx • x W
III LU
SAW SDMH
RIM=20.55' x
IE(NE)=15.70' 8"CONC W
IE(W)=13.20' 24'CONC 1 =
IE(E)=13.20' 24 CONC Z
IE(S)=15.60' 12 PVC Cn I
10
SDCB I SDCB C�
RIM=20.18' o I RIM=20.19' 1
E)=17.47' 6'CONC x IE(E)=16.25' 6'CONC
I
0
v
x
ASPH
--
x
•co
0
v
x
Cn
I SDCB
SDCB R1M=20.26' 1
RIM=20.31 ' I IE(l =16.36' 6 PVC
IE(E)=17.59' 6'CONC I
co
1
I
x �
� I
Cn
llW n iiW ITS JI W 1-
d � d
BC 20.84
F a
. I °
L ..�
° a ° ° t LIM17 iiiiiiiiiiiiim LIMIT miiiiiiiiiiii iiiiiiiiiiiin LIMIT niiiiiiiiiiiiii LIMIT==LIMIT
FINISHED GRADE OF FIELD = 21.5 ° '_� 1_A.. _
'ism
CONTINUED - SEE SHEET C3.11
G
B.
B. BR0
�jr OF WASH
33708
��SIONAL
'gw=1203 18 CONC
BC .59 /E(W)=12.13' 24'CONC
_ 4'CONC
-43 24" PVC @ 0.5% I
\/ 21.50 O 20.55 EX
°
SD C 3 CB TYPE II - 48"
°. ° v 21.50 21.50 I RIM = 1.50
IE=1 1 24"(IN)N
21.50 1 21 50 I IE=1 1 24"(OUT)W I
a° 44
W/ S LID LOCKING LID I
a ..I 21.50 II I 21.50 I PR OSED BUILDING WILL REQU
SE RATE BUILDING ERMIT
20.56 EX
I
: ° I -
{I ° 21.50 I 21. 0 ° 120.53 EXj
aOd\ .° d °° I I d S
a e i I i TOP(N))=1
-a
II I i /.°
I I I
A 21.50 21.50 j+�d . I TC 21.50 I
I BC 20.58 1
° °
I :.ad RIM=�o l I i
f° l)=1507' f2 P C I /
STRUCTURE WILL /°. ° E 528° C,P ('
I° I REQUIRE SEPARATE I 1514.' 12 PI
BUILDING PERMIT .. 1� ° i IE=15.28 4"(IN)S
° ° ° I TC 2150
•co
ASPH
II
I �
I�
IISDCB
RIM=20.15' 1
IE(S)=15.57' 12'PVC I
II
x
II
i
Cn
v
x
SDCB0
RIM=20.12' x
1E(W)=17.30' 6 CONC
Cn
0
x
T TI II"l T)=Tr 6'Z'7
o
x
Cn
I
x
ASPH •co ASPH
I I
•co
SOCB RhV=
R1M20.15' R1M=20.15'
IE(E)=16.44' 6 CONC 1E(E)=16.36' 6'CONC
I
Cn
I
I
cn -
0
x
I
0
x I •co
x SDCB
RIM=20.18'
IE(E)=15.54' 6 CONC
o I
I
SDCB
RIM=20.14' I f
0 0 /E(E)=16.35'
I�
o SDCB
I�
x RIM=20.15' V
IE(N)=14.01 ' 12 PVC
IE(W)=14.01 ' 12'PVC
\S, LU
o� 1 w
SDx
IN
SDx S SDx • x W
III LU
SAW SDMH
RIM=20.55' x
IE(NE)=15.70' 8"CONC W
IE(W)=13.20' 24'CONC 1 =
IE(E)=13.20' 24 CONC Z
IE(S)=15.60' 12 PVC Cn I
10
SDCB I SDCB C�
RIM=20.18' o I RIM=20.19' 1
E)=17.47' 6'CONC x IE(E)=16.25' 6'CONC
I
0
v
x
ASPH
--
x
•co
0
v
x
Cn
I SDCB
SDCB R1M=20.26' 1
RIM=20.31 ' I IE(l =16.36' 6 PVC
IE(E)=17.59' 6'CONC I
co
1
I
x �
� I
Cn
llW n iiW ITS JI W 1-
d � d
BC 20.84
F a
. I °
L ..�
° a ° ° t LIM17 iiiiiiiiiiiiim LIMIT miiiiiiiiiiii iiiiiiiiiiiin LIMIT niiiiiiiiiiiiii LIMIT==LIMIT
FINISHED GRADE OF FIELD = 21.5 ° '_� 1_A.. _
'ism
CONTINUED - SEE SHEET C3.11
G
E
N
COUGH LINPORTERLUNDEEN
E
R
A
STRUCTURAL CIVIL SEISMIC ENGINEERING
T
0
R
801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
- STUDIO
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
SURVEYED: SCALE.
H PACIFIC HORIZONTAL 1988
DESIGNED: AS SHOWN NAD 991 CITY OF
DRAWN:
ML PRI
RENTON
JAS ONE INCH
DATUM
CHECKED:
wcA AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
0 10 20 40
111=20'
Legend
N 79°33'06" E - 46.81'
PROPERTY LINE
EX CONTOUR (INDEX)
- -
EX CONTOUR
55
CONTOUR (INDEX)
- 54
CONTOUR
55.24 TC 56.78 TW 65.25
+ BC 56.28 BW 56.28
SPOT ELEVATION
RIDGE ---- --
VALLEY
GRADE BREAK
WETLAND
W W
PROPOSED STORMWATER
FEATURE
EXISTING STORMWATER
- - - -
FEATURE
EZ�_z ]
DETENTION SYSTEM
8'SD SD 8" SD @ xx%
STORM DRAINAGE PIPE
LJ E_-
' r , N r ❑� • ■❑ ■OOO
YD/CO/CB/CB 2/MH
12'ss SS 8" 55 L xx%
SANITARY SEWER
�SSMH ossco O •
SANITARY MH/CO
12" DI W W 12" DI W
WATER MAIN
EH��EDC'Plto 111� _O�FROFDCPIVNWV
FH/FDC/PIVNALVE
®WM 0
Ewl
WATER VAULT/METER
--FTC ---- FTC ---- FTC-
FOOTING DRAIN
'�" -<'-- _<,---'-
DRAINAGE SWALE
EXISTING STREAM
ASPHALT PAVEMENT
SYNTHETIC TURF
GRASS
FLOOD MITIGATION
CONCRETE RETAINING
WALL
ROCKERY WALL
FRENCH DRAIN
--FTG-
FOOTING DRAIN
anmm
ROCK OUTFACE PAD
NOTE: STORM SYSTEM SHALL BE PRIVATE
UNLESS OTHERWISE NOTED.
NOTE: STORM SYSTEM SHALL HAVE OPEN
GRATE (HERRINGBONE), UNO
R-423830
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING Ootk
Wanders 05/10/2023
SEATTLE SOUNDERS FC HEADQUARTERS
& TRAINING CENTER
RENTON, WASHINGTON
GRADING &
DRAINGE PLAN
05/01/20
PAGE:
C3.08
SHEET: OF:
30 71
0
N
N
U
H
H
N
Q
J
T
M
O
O
N
IIr
LU
z
LU
U
C�
z
z
Q
rr06
VJ
IIr
LU
I-
Q
Q
Q
LU
2
U
w
LU
Q
z
0
07
LU
I-
Q
LU
U)