HomeMy WebLinkAboutWTR2703531.1SECTION 32. TWP 24 N. R 5 E. W.M.
STA 11 +00, 11' L
REMOVE EXISTING 12" CAP AND
BLOWOFF AND CONNECT TO
EXISTING 12" DI WITH 12" SLEEVE,
(MJ) AND SPOOLS
CONTRACTOR TO POTHOLE FOR
POTENTIAL UTILITY CONFLICT5_
----------- — STA 11+20, 11' L
010 12" 90' BEND, (MJ)
N
uj
ASSUMED LOCATION OF UNDERLYING CONCRETE
PANELS. CONTRACTOR TO VERIFY/POTHOLE FOR ANY — — — — — — — — — — — — — — — W
CONCRETE PANEL DISTURBANCE PRIOR TO — — — — — — — — — — uj
CONSTRUCTION. — _._ — — -- -' — — — U)
—,---- 16+' O
(;TO[� 'BEND N • _ �. o
LAKE WA HI - —`
15+00 I -- +
14+00 _
_ r
"OV
CO&JG^,
13+00 —---�---- ► 31 LF 12
SLacK �,� SWpcK L•aw. _ W " DI CL 52 57 LF 12" DI CL 5 W
STA 11 +20, 12 RT
12" 90- BEND MJ 12+U0 — 197e 12" DICL 52 W _--- W WW /TR —03 W -- ------ W W
W
WW —._._ .---- W
" L 52 --- W �- W
193 LF 1v2 DI C W W _._-- W — — — — — — — —
2' — — STA 15+55 19'RT J
W W _-- __.-------- STA 15+24, 13' RT 11 Y4' BEND, MJ =
— — — — — — 11 Y4' BEND, MJ W/MEGALUG AND TB V
— ------ ------ I.E.=36.31 W/MEGALUG AND TB
° f' --- --- I.E.=40.75 I.E.=35.91
_.__—�--'--"------
_ - R POTHOLE LOCATION
-- w -� 2.5" ASPHALT OVER T STALL. G' ROCK WALL
NID g nrA. MybaA�-
7.5" CONCRETE A
IvAt%
L--STA 11 +10,11' L PER STANDARD DETAIL B102
12"X6" TEE (MJxFL) W/TB POLYWRAP 6" STUB.
STA 13+10, 12' RT
12"x6" TEE, (MJxFL) W/TB
6" GV, (FLxMJ) 2 1
1 FIRE HYDRANT ASSEMBLY (27' RT), 13 15
12" GV, (MJxMJ)
6" GV, (FLxMJ) 1
1 FIRE HYDRANT ASSEMBLY (221), 13
PER STANDARD DETAIL B102
POLYWRAP 6" STUB.
2-.. 45...BE.N.D; -.6.". .:(MJ)............. ................... .......... .............................. ................................................ .........:................... .. .
W/TB
50.... ..... ........................ ....................................... ....................................... .................. .................. * .......
5 .................. ...... ...................................... ....................................................................................... .......... ... ........................................................
..
..
40................................................................................. ...... .... .� ..:-..�. .........._....................
4' MINIMUM COVER ::::::::.......... ...... .......
193 LF 12" DI CL 52 WATERLINE, WITH : P
OLYWRAP :
35
30
25 ..........
11 01
P' B
4k Y ��
ti o
�p 37338 wW
ST�g�
J
U-
x
x
W
>0 O Ld
J+ > +�
CO (O
Q� Qfx
NON F-N
T_ U) r-- V) Ir—
................ .. :
...............
12+00 13+00
—J
W
x
Z
W
m
o
OLjON
+
iY +
+
.-
O
co
2
e
F_
F'
V)
N
0
t) (n
r—
r�� ANN C
V pF WA S�
r
�p 38311 '�o cy'w
STE¢����
AS -BUILT SURVEY BY: EVAN
WAHLSTROM, PLS#44651
(INFORMED LAND SURVEY)
..................................... ............. .
LF 1 �" DI CL 52 WA I tRLINE, WITH
POLYWRAP
J305TALL
"YD RANST PPAD A
'goc < wALL LbwtJ TO
SL67E.
3224059081
101
14+00 15+00
x
J
1.L.
00 � O
L0 L0
� wx
W � V)
STA 15+09, 13' RT
12"x6" TEE, (MJxFL) W/TB
12" GV, (MJxMJ)
6" GV, (FLxMJ)
1 FIRE HYDRANT ASSEMBLY (23' RT), PER r3
STANDARD DETAIL B102
POLYWRAP 6" STUB. �3@
31 LF 12":: DI CL 5
.. ......... 7 ... 7 ... 7 . . . . . . . . . . . . . .
J
Q
W
A%
ER
all
57 LF 12" DI CL 52
30
16+00
�Q
'W
UTILITY NOTE:
THE CONTRACTOR SHALL CALL THE UTILITY LOCATION REQUEST CENTER
(ONE CALL CENTER; 1-800-424-5555) FOR FIELD LOCATION OF UTILITIES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE PROJECT,
WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES
AND SURVEYING THE VERTICAL AND HORIZONTAL LOCATION PRIOR TO
CONSTRUCTION. ALL POTENTIAL UTILITY CONFLICTS SHALL BE POTHOLED A
MINIMUM OF FIVE WORKING DAYS IN ADVANCE OF ANY PIPELINE TRENCH
EXCAVATION. THE UTILITIES SHOWN ON THE PLANS ARE BASED UPON
AVAILABLE INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
OCCUR THE CONTRACTOR SHALL CONSULT THE PROJECT ENGINEER TO
RESOLVE THE PROBLEM PRIOR TO PROCEEDING WITH CONSTRUCTION.
• • • • -•
AS�BUILT
1.HL .y THE ORIGINAL PLANS WERE STAMPED
1" = 20'
SC AND BB ON 2/14/2011 & 2/15/2011
WBY
353101
�Oamwxhaq Lxcu
CONSULTING ENGINEERS
701 DEXTER AVENUE NORTH09SUITE 200
SEATTLE, WASHINGTUN 98109 (206) 284-0860
SURVEYED:
SOME:
88
HO KC ' /INI
DATUM
:= }=- Cl TY OF
-
� RENTON
Planning/Building/Public Works Dept.
LAKE WASHINGTON BLVD NORTH
STORM WATER AND WATER MAIN
.
IMPROVEMENTS
WATER MAIN PLAN AND PROFILE SHEETS
M%7-
2/14/11
DESK.'I�ED.
B.P.B.
:
ME42nm
►
C.J.K.
ONE �
AT �
NOT ONE MH
" Y
Ow►wM No:
10
CHMKM
S.A.C.
NO.
REVISION
BY
DATE
APPR
B.P.®.
�= 10 OR 27