HomeMy WebLinkAboutR-386904T
z
z Z
_]] C
CHELAN C. K PUDcrry oF F=..WrON to to 10 JT7 1: 7 'T
_J'
8
70 o N caI z ITT
A PORTION OF K V4 W V4 SECTit�ll W Tt� 33 L RIAS QE S E., N c T oi a6 o
Y, wTON o
IIQAt!PLM
GRAPHIC SCALE ��'� a`'E D
A!!�l101� DAN���/� � J J J � _
P11 W STORM •MER EASEMENT • Of 067 30 0 ,s ao .o Q oC � ar Q
CM TYPE K541 OTTER TRACT "B" FOR STORM PEST • 4
WA10 MAMdTENAHCE.
CONTROL STRUCTUIRE w 34 LF 12' ADS N-12DAW
ROUND, LOCKING UD 0 -5.88% (D�t F=T)
I inch 30 it.
RIM =423.00 SEE DUAL
=
I.E.=415.00 IN (121 do SHEET C10
I.E.=415.00 OUT (1Y) FOR DEBRIS BARRO
SEE SLEET DETAIL ON SHEET C6. ~
WOODCREEK � „-- __ _ __ � � �
TAX PARCEL TAX PARCEL I w I TAX PARCEL
' -
VOL. 192, P5 87 ) \ #951094-0100 #951094-0110 I I #102305-9075 co
- -
44LF It ADS N-12 \ / EX. Ii2 " c o k c. \ CHAM�L W FENCE 27LF 12` ADS
I 27LF 12` ADS , - o
• 1.70% ��-r 411.221 PER DETAIL H-12 • 5.6T% \ N-12 •0.50x Z Z Z z z -
SEE DETAL TO REMAIN \ I / ° ° a / W w W
W OO 0 0 O LL -ELAN
AVENE U U U U U
} > > > >
r ar ar ar m
w w w w w
a a a s a D
10 QT
U
0 0 0
w w w w w �
1 c
(A in u) cn z7
> > > > > _
ar ar ar ar ar
-
N cn
z ` r
m
t
\ S I N )p-
PQP' OF 1 A Sys
Al I -Z
r z
ti m r
C (�
D
42841
/OMA L ENG00,
6` STORM DRAIN •-----
1.00% MIN. ° r- o
/
*10 U
cc cc
i I v
rZ m w
IE=428.50
STOW
\ °SDCOHOUSE\ A/ It/ \1/ 4- 41 \4/ \1/ 14/ 14/ 14/ DRAM0 1.00%
rM=4202 30,
� I
\
SEE DETAIL
TAX PARCEL #238520-0050 2 I\ _ / Ex.,-
PA�EL.=422.0
PAD EL.=422.0 _ - _ 12 CONIC._ -
- _ I.E. = 423.00 \1, \4, 14, \1, \4, 14, \ \
TO REMAIN
EX CB � �-- - - PAD EL*425 �
��
RIM - 428.95 I \ 4
�
IE = 424.54 (12 S)
PAD -EL._422.5- 424 -
- - -
i .�, �
426 _ I I
426 - - - .._ IE 427.85 ,� /
_ - _
X. 24' CONC.
27.77d
�
a
T ° STA. 4+39.22 6.75'RT
° `PVI STA = 2+12.59 1-8"x45' BEND (MJ)
A W14 LF 12` ADS N-12 PW ELEV - 424.05 1-8%11-1/4' BEND (MJ)
(
1 -THRUST BLOCK SEE THRUST
BEET C5) 02.50 A. D. = 0.80 U S
STA. 6+10.80; 6.211TK = 62.50 BLOCK TABLE AND STANDARDS
CONTRACTOR TO POTHOLE SEE SHEET C12 (TYP)
& VERIFY LOCATION OF 50.00' VC ,
STA. 3+43.31;16.51'LT= STA. 3+80.00; 5.00 RT
PIPE REMOVE CAP & . - - --- ... -
420 L
410
mmillonawks -
28 LF
__ f,
72LFN8 DI
STA. 6 34.12; 6.11'RT
1-8"x45* BEND (MJ)
1 _TURI ICT RI OPV
STA. 6+13.49; 33.761T
BLOW -OFF. CONNECT TO
A. 6+16.62; 33.
'LT
EXISTING 8" MAIN PER CITY
RM=419.07
U)
OF RENTON STANDARDS.
z
Av
1-6"
I.E.=415.91(12`
MEzCD
(4` S)
FINISHED GRADE 0
�
o x
CEN TERUNE ROAD
CL 00
T 14.
-�
C,w
�
EXISTING GRADE
®+ Q CN
--
00
o
p Q 00
cj
�
>�a
� C:)
o0
i� z LLJ
z F_
ci
CN
^ p
1
THRUST BLOCK
im�w
2-THRIJST
BLOCK
420 L
410
mmillonawks -
28 LF
__ f,
72LFN8 DI
STA. 6 34.12; 6.11'RT
1-8"x45* BEND (MJ)
1 _TURI ICT RI OPV
STA. 6+13.49; 33.761T
A. 6+16.62; 33.
'LT
j
RM=419.07
1
419.65
Av
1-6"
I.E.=415.91(12`
1..=416.15
(4` S)
EXISTING GRADE
0
I.E.=415.91(4' H)
DETAIL ON
T 14.
14.
3--8"
GATE VALVE
SEE DETAILS ON
00
�o
cj
�
o�
o0
00
CN
.00'LT
ci
CN
6+00 6+60
TRACT C
STA: 6+00.00 TO STA: 6+82.19
1" = 30' HORZ. 1" = 5' VERT.
420
STA. 7+04. 3" 5.32'RT
1-8 CAP MJ
1-2" BLOW OFF ASSEMBLY
AND THRUST BLOCK
410
430
STA. 1+29
1-8" CAP
1-2" BLOV
PER STD F
AND THRU'
425
OUTFALL
TO POND
Wei
STA.=1+01.109 13.25' Ll
(422.57
I.E.=419.30 OUT(12` N,E
CBA2 TYPE I
STA.=1+01.109 13.25' R1
1422.57
I.E.=417.77 MI/OUT (12'
410
i
� � I
�I
1 1 � PAD Ell..=436.0
� � I
I
1 �
In
PAD EL=435.8
_
-438- -
TAX PARCEL
#102305-9305
STA. 5+67.56, 2.85'RT
1-8%22-1/2* BEND (MJ)
1 -THRUST BLOCK, SEE THRUST
/-FIMSHED (RAN • BLOCK TABLE AND STANDARDS
r%cuTca uic onAn CFF CHFFT ('1 ? (TYP)
1 +20 1+80 2+40 3+00 3+60 4+20 4+80
t' MAN AVW
STA:1 +00.00 TO STA: 5+64.59
1" = 30' HORZ. 1" = 5' VERT.
5+40
420
410
WI
Com,- (,-jaX
m [�
j
1
+1_u
8"x8" TEE (FL)
Av
1-6"
ILL klMOAMOAFL
ATE VALVE (FLx
J)
EXISTING GRADE
0
STA, 1+86.46;
f
3--8"
GATE VALVE
(FLxMJ)
8 LF 6
1 -FIRE
CL 52 DIP
HYDRANT ASSEMBLY
CENTERLIN
ROAD
.00'LT
Ln
^ p
1
THRUST BLOCK
2-THRIJST
BLOCK
\
1-8 TEE (FL)
3-8" GATE VA
VES (FLxMJ)
o
N N
'
HR
5.5.00 LT
v
u i
; 5�
w
\
-
OFF ASSE
BLY
2
12' ADS
--
-
N 340.1
T BLOCK
11
r 1AIDS
(*-12)
• 0.1111
-
- - -
(N-
2) 0 5.67%
- - - -
_ - -
-
(N-12)
0.50%
114LF 8" PV
SDR35 0 1.0
0%
1 1
„ pl
F N8
SDR35 07.36
low
165L
N8„ DI
4
g1l.F BM PVC
SSMHS (48„
STA.=5+57.0
, 4.99 LT
I
MON
184LF 8" PV
(SDR35 0
RIM=431.03
7LF-8" DI
IE=423.13 IN(
"NE&NW)
IE=423.00 0
T(8"S)
2F
(SD
8 PVC
35) 0 1.00%
I
j STAA F2'6.379 13.25 R
„
S H 3 48
S =3+52.95, 16.4.5'
LT
LADDER=W
20LF 8" PVC
4 '�a II -IRI
=426.75
(SDR35) 0 0.50%
9. 111
• '_ '
IE 419.25 IN(8"E)
SSMH4 (4
„)
IE 419.15 OUT 8"S
(
I
L DER=W
STA.=4+36
78, 4.25 LT
STA.= + . , 13.25
T
TYPE I
RIM=428.6
ST
ivEl
14 4.05
=3+21.61, 13.1 RT
IE=421.86
(8 -NE)
„
S
H#2 (48")
_
_
425.95
IE=421.76
UT 8„W
58, 5.00' RT
R1k
_ +
=423.48
�=
22.65 OUT (12 )
LADDER=E
STA.=1+41
RIM=423.0
IE=
417.31 IN(8"N,S)
L
TYPE I
PR
D GRADE
IE=417.76
N(6"SE)
IE
417.21 OUT(811W)
STA
=3+21.619 13.17'RT
EXISI
NG GRADE
IE=417.59
T(8„N)
LA
DER=E
425.97
LADDER=W
IE=4
22.52 INOUT ' w,S
-
Q! 00d7
7
r
�G7
0)N
v Lr)
r'
r- 00
� r-
�'�i Ql
M O
Lnr-
Q%
i�
QLc)
1"ri
0)N
Q)
L0 cfl
rrj
N
N r�
N N
��.
r�
N N
��
N N
t.a.
.t .�; DC7
N N N N
�� •��
Ln cfl
N N
fid.
Lcj cD
N N
-�-
f� tD 00
N N N N
�- ��
^ o
N
c6 00
N N
� ���-
�
N N
O
N r�
Qj N
N
6
1 +20 1+80 2+40 3+00 3+60 4+20 4+80
t' MAN AVW
STA:1 +00.00 TO STA: 5+64.59
1" = 30' HORZ. 1" = 5' VERT.
5+40
420
410
WI
Com,- (,-jaX
m [�