HomeMy WebLinkAboutWTR2701765.10XL-
17+13- 71 (U.C. L.) 7' L
1 _12"X 10 CROSS (M.J. X FL.)
2 10IB L. FL.
F J �
s�
r
16 + 10 (U.C. L.) 7' L.
1- 12" Gate Valve ( M.J. )
6
0+85 MATCH LINE ABOVE
� 9' 7
I0" -4P,
T
LtJ
L
00
I
I
R. R. R.O.W
__ l 3 a- 21 _5 0
EXISTING 12" WATERS
SEE BENAROYA WATER
PLAN W-500
V
0
z
t—
N
X
W
W T A an 23w- I�65
DIETERICH POST 1000H - GT:IOI18D
13 + 40 27' R 12 + 3 8 2 7' R
1-12" x 10" Tee MJxFL 1- 1 2 x 6'' T e e M J x FL
l _In'I rry I-
n/Iv PI .. ' . .
II., r z I/ .J %J
1-10" Cap ( M.J.) with 2" Tap
1- 2" B.O. (Temp.)
It 00 27' R
1-12" X 10" GROSS (M.J. X F.L.)
2-10" GATE VALVE (M.J. X F.L.)
1-10" PLUG (M.J.)
2 1 ' L
1-10"X 6" TEE (M.J. X F. L .)
1-5" M.V.O. FIRE HYDRANT ASSY.
30' L
1-10" CAP, M.J. with 2" Tap
w
_z
J
U N
Q
O
O
+
3+21 27.5 R 00
1-12" PLUG a 2" B.O. ASSY.
(TEMP)
3+25 27.5 R
AFTER PRESSURE BI PURITY
TESTS CONNECT TO EXISTING
12" SOLID SLEEVE ( L.P.)
I
18+ 78.71 (U.C.L.) 7' L.
1- 12" Cap (M.J.) With
211 Tap IV
18+ 39.36 (U.C.L.) 7' L.
1- 12" X 10" Tee N.J. X FL
1- 16' BL Fl-
10 -1� 22.2 27' R
1-12" CROSS M J
1- 12 PLUG, M.J.
O
I ^
I0+32.2 27 R i 2N C� X P
�x
Uj 00
"— 1 Q 4161 121D.I. (TJ) C1.52 Fo\o ,;,-10v+ U \ ��'2 `
i O X
G
0O + .�
c�v � a+G CIF
w
N
M
Nj
0
1- 80 27' R z
12" G.V., M.J. ' Long Conc. Blocks
0+85 MATCH LINE BELOW �
6400 27'R
1-12"X6" TEE(M.J.XF.L.)
1- 5" M.V.O. FIRE HYDRANT ASSEMBLY
12" D.I ..300'- 1 2" D.1. (TJ) CI. 52
N 89005' 08" W
S.W. 39TH. ST
Note:
4' Cover or, 12" unless noted
all pipe poly -wrapped
/r'I GARDNER ENGINEERS, INC.
CONSULTING ENGINEERS / PLANNERS / SURVEYORS Since 1883
Arctic Building Penthouse, Seattle, Washington 98104 Telephone (206) 624-5265
--
•��V Iv �„I, i S .. T.h.
2- 12" I 140 Bends (M.J.)
18 +00
18 +06
3' Lona Conc, Blocks
2 -12 1140 Bends (M. J.)
Elev. 2.511 17 + 36
17+30
17+80 1 20 Steel Pipe Casing - 20 17+56
1-12" 22 /2 Bends (M.J.) 1-12" 22 /2 Bend ( M. J. )
CHANNEL CROSSING DETAIL
3+ 00 27' R
1-12"XIO" CROSS (M.J.XFL.)
2-10" GATE VALVE (FL.X M.J.)
1-10" PLUG (M.J.)
22' L
1-10" X 6" TEE (M.J.XFL.)
I-5"MV.O. FIRE HYDRANT ASSEMBLY
30' L
I - 10" Cop( M.J.) with 2" Tap
0 + 82 25' R
CONNECT TO EXISTING
12 W/ 12 SOLID SLEEVE (L.B.)
NCR =4z� 21 3 �' 1 2 D.I .
a (-\j a iTJ) CI. 5 2�
N I — -� -- N 82 0 42 I
o 0911 w
EXISTING
12" WAT E R
w
f
z
w
Q
CITY OF RENTON
IT .00 DEPARTMENT OF ENGINEERING
B.N. ORILLIA INDUSTRIAL PARK SW 39th ST.
DIVISION I I I WATER PLAN
I MAIN LOCATION I MT MT I / 15/81 DESIGNED -Al.H.T —_ m'
DATE-8 - I - g 0 TILE NO._
-- --- I --- DRAWN_ A J. G. I
CHECKED M H.T. SCALE I - 4 0 FIELD BOOK -PAGE_
IL NO. REVISION BY i APPR. DATE APPROVED ��// -
_ SHEET'�OF__
I DIRECTOR OF ENGINE G
_' i
I .