HomeMy WebLinkAboutW-423804A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
CONTINUED - SEE SHEET C41IIIIIIIIIIIM.02
CO 00~_ CONNECT TO EXISTING WATER SDCB
CO CO
I I
N - -
0+00 J LINE PER COR STD. PLAN 300.4 RIM=21.24'
I
lE(S)=20.39' 6'PVC
I(1)12"�ATEVA E(MJ)
I ... I .. IE(E)=20.49' 4 PVC SDCB
N (V I _ J / / ' A . CONNECTIO POINT RIM=20.99'
< / ` _ / / / - j , I • • 15' WATER EASEMENT, TYP
Cw
..........
IRRG
f... f.... SDx SDx NG
. f DI . I-Amm--N-Wxmm=-BMTDx SDx SDx SDx SDx
Lu-.-.-.-.--.-.- -.-
C 9 VERED
7
\ - - - \ I / / / / I ) I I I Io+ I CW RIM=20.73'
Z \�-// / -�\ \`� // / /� I/ I I I Ih J.^. I z z z COULD NOTOREN
uj
V- - - - �� �\ - - - I- )-�
__ . - ./ - . 7 I . - . � . I I . F • R/ =2. I /
Z \\` �� �\ �` `� I I �, I I I I ..F. I IE )= z T
Z _ _ _ _ _ - - - - _ - - - _ S89 58 50 250.98j_ _ _ I I _a f �V89°58'S0' 40.00'-
a I (1) 12 90 BEND (MJ) Ox SDx SDx SDx - SDx SDx SDx
(2)12" SLEVES (MJ) I. .I SDCB
�.-.-.-.-.-.-.-.-.J.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.�.-. x-.-.-.- IETRIMS2-..0-.-.-.-.
- / - W/THRUST BLOCK PER , h - 1E S=17.06' 12 PVC
� COR STD. PLAN 330.1 r 9 LF 6 DI CL52 �
.. 0+ I _ wx� IWn x
I \ � I • � • � � Vd' wx
' SDCB
I R/M=20.16' x (1) 12"x6" TEE (FL) I -
I T I (2) 12' GATE VALVE (FLxMJ)
LU _ -� -I� - - - - - - - 1- - . - . - . , I .... 0/W SEP. - (1) 6" GATE VALVE (FLXMJ)
\ I
Cr.
FIRE HYDRANT ASSEMBLY j I II I••••••••
PER COR STD PLAN 310.1 I I I
a I \ / \ I I II I - I N:171538.4
E:1293750.3559
0 I I I III II 1 I... co o
0 \ 111 I ,I I.... x o x
I
BUILDING IE(S)=20.19' 6'PVC
277.7'
O c
SDx SDx SDx
'COVERED
Cw
z
I III\
f
SDx x SDx x-
ASPH
Wx wx Wx
CUT -IN 12" VALVE (BY CITY -
FORCES) APPROX 75 FT
SDCB EAST OF CONNECTION -
R1M=20.18'
E(S)-17.14' 12 PVC POINT.
(1) 12" GATE VALVE (MJ)
(2)12" SLEEVES (MJ)
SDCB I I 11co E(E)=SDCB
9co
RIMLu RIM 0.16' =2010n
2 _ 1731' s'CONc x
0
lE(W)-17.52 6 PVC l co
I I x TOP(E)=18.15
LL mrI
\\ - - - - - \-I o
I I....
~ I I \ I I I I r (s , .... 11
W x CnI I I \ II I ) II I.... I x
w Lu
o=I '--� -- I - I 'I x
I
z
W o
,R
0 WI Cn
I
0
W of II I I...
J W 1 1 I.... o I I 0 I
�I x Cn x
Z 11
1 . - - - - - . - . - ....
Cn
0
x
� dill ' �� Iiii Till -
- - ___=_=-=_=_=_-90
•
T
J -
I°
ICI-4- s1.
-20J3 ' o I ASPH
3zow
x Ico I co
.a .. I
1 'I co �� I x co
ASPH
15. 'E. a RIM=20.17'
1 W a'� o IE(E)=17.77' 6 CONCI
-T Q i II
x u x
x
co Cn
0
°�
x
SDM .
- � I 20.65.
/ I / - - -�I I OcT IPPE I I I
oGPE -. a I x
ASPH
0
uj
Cn
0
x
U)
0
x SDCB
RIM=20.30'
IE(E)=1553' 61CONC
Cn
0
x
Cn
0
x
0
x
co co SDMH SDCB
/ / I / -I I I' A I I RIM=20.37' RIM=20.14'
11-T � / I �// I ) I I
IE N =1571 ' 12'PVC x IE(E)=17.32' 6 CONC I
m I X SDMH I IE(S)=1565' 12'PVC
she o I lM 0 RIM=20.43' I �_
I / - �I 1 �O, r X
IE(N)=14.96' 12'PVC I
� - � I \ lE(S)=14.96' 12'PVCI 1 0
o � o o I I
x o I x I I
Cn
x 1
Ln
II I � 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 1IIIIIIIIIIIM 1IIIIIIIIIII0 � I 1IIIIIIIIIII0 1IIIIIIIIIIIM � 1IIIIIIIIIIIM-1IIIIIIIIIIIM m �
CONTINUED - SEE SHEET C4.08
0co
0co
0co
0co
COVERED
cw
SDx SDx
BOLLARDS
o Cw
o
RIM=20.21 '
IE(W)=10.39' 24'CONC1
1E E=10.39' 24 CONC
- SDx SDx
wx wx
x
7.-.-.-.
SDCB
RIM=20.07' x
IE(S)=16.86' 12 PVC
I
I
I�
I�
SDCB � V
RIM=20.12'
1E(E)=17.33' 6'CONC I W
Lu
Iu)
Lu
IW
N
Lu
to
SDCB Z
RIM=20.13'
E(E)=17.39' 6"CONC I Z
0
I
ASPH
I
I
I
SDCB
RIM=20.10'
IE(E)=17.22' 6'CONC
I
SDCB
RIM=20.10'
IF(E)=17.29' 6'CONC
I
SDMH
RIM=20.28'
IE(N)=15.08' 12 PVC
IE(S)=14.95' 12 PVC
IE(E)=17.42' 6 PVC
I
I
I
I
SDCB
RIM=20.11 '
D Ill
WAS�oc�
Dig. g
Call Before You Di 8-1-1 or 1-800-424-5555 Underground Service USA
�O
Fes/
33708 9
'1 S T Egg ��
C�
'1vAL v 01/�.
G E N
E R A
T 0 R
STUDIO
COUGHLINPORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING
801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
SURVEYED:
WH PACIFIC
SCALE:
As SHOWN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
�
Planning/Building/Public Works Dept.
~ °
DESIGNED:
L
DRAWN:
ONE INCH
CHECKEDJAS
WCA
AT FULL 3CA1F
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVETB B
0 10 20 40
111=20'
Legend
N 79°3306" E - 46.81'
PROPERTY LINE
12"SS
8" SS @ xx%
SANITARY SEWER
ISSMH ossco
SANITARY MH/CO
8'SD
Sp
8" SD @ xx%
STORM DRAINAGE PIPE
F- ,
LJ
��
❑®--- O ❑�
CIOYDICOICB/CB
2/MH
12" DI W
w
12" DI W
WATER MAIN
FH, �FDC� Pl o Wtm
tFDiiPIVNWV
FH/FDC/PIV/VALVE
Ewl
EB
El [_1
WATER VAULT/METER
SITE/ STREET LIGHTING
AS A CONDITION OF APPROVAL:
A 15 FOOT EASEMENT IS REQUIRED ALONG THE WATER MAIN
INCLUDING ALL HYDRANTS, METERS AND OTHER CITY OWNED
COMPONENTS.
THE CITY STANDARD UTILITY EASEMENT SHALL BE REVISED
AND/OR A MAINTENANCE AGREEMENT SHALL BE PROVIDED
SUCH THAT RESTORATION OF THE PRIVATE IMPROVEMENTS
(INCLUDING BUT NOT LIMITED TO, TURF AND FENCES)
ENCROACHING WITHIN THE NEW EASEMENT AND WITHIN THE
EXISTING EASEMENT AREA ARE THE RESPONSIBILITY OF THE
PROPERTY OWNER/GRANTEE. EASEMENT AND/OR
MAINTENANCE AGREEMENT SHALL BE REQUIRED PRIOR TO
CONSTRUCTION PERMIT CLOSE OUT.
AS A CONDITION OF APPROVAL:
THAT PORTION OF THE EXISTING EASEMENT (KC RECORDING
NO. 1 9990323 1 472) FROM WHICH THE WATER MAIN WAS
DEMOED SHALL BE RELINQUISHED PRIOR TO CONSTRUCTION
PERMIT CLOSE OUT.
LO
O
N
N
6 1
u
H
H
N
a
J
T
CD
m
O
O
N
Lu
Z
Lu
CU
Z
Z
a
oC
06
Lu
a
0
a
S-423804
W-423804
=
IN COMPLIANCE WITH
CITY OF RENTON
STANDARDS
U
LL
DEVELOPMENT ENGINEERING C/)
NJanders 05/10/2023 0 cc
Lu
0
WATER UTILITY WASTEWATER UTILITY Z
ABDOUL GAFOUR 05/12/2023 jstowel l 05/15/2023
DATE.0
SEATTLE SOUNDERS FC HEADQUARTERS 05/01/2023 Lu
& TRAINING CENTER RELDBOOK: J
RENTON WASHINGTON PAGE:
7 DRAWING NO:
UTILITY PLAN C4.05 Q
SHEET, OF: Lu
46 71 (J)