HomeMy WebLinkAboutThe Beaverton-Tigard Connection ;u
d 7 Connect to existing 12" D.I. _
> < with 12" S.S.
WASHINGTON SQUARE L END PROJECT < - - '
4 CITY OF BEAVERTON a, i
o
100' #m M I '.--_ - - -- • Existing 12" D.Z.
3 aj. 202 204 •;
PROJECT
cn SITE Ly Eet�v u p ' ' -
SCt'ol c 1› 12i' - ---1 Existing 12" 14,14 H
5, a :I300 + j 1
o m
• a / !D .+
u
a -
c "" Install 12" D.1. in steel FERRY, Q ��
a (plugnorth) $ - _/ nstall 2-12" BFV's� PROGRESS I W to
m o casing with 12" BFV SC�OT+T', r 1 ' 12 cross (Plug no. BIBLE j � x
m
" n a 5 W/1C & so.) and F.H. / CHURCH w
s S. w. Walnut Street p•t -- PROPOSED 15'
of 60, 11 + r; Install 12" BFV, EASEMENT
VICINITY MAP - 1 Future F.H.--- 501
N.T.S. -.'� / ,Install F.H. Install 12" MJ x 6" Flg m
tees w/6" Flg G. V.(plug south) 20-FOOT
4 EASEMENT
r Install 24" 0.D. steel casing N
\ ", SEE DETAIL "B" p
"SUMMER LAKE"
I
m
a , SEE DETAIL "A" or
I Concrete Vault a
H ''''PAP 104 I & Master Meters to
,
A r),T LUCINDA 300 w _ S. W. HAWK'S BEARD STREET
• y F GRABHORN 1r _r
3 1 $
G�OS.L 40'--. o r Existing 12" D.I.
�/OZ'O r+
ice I ,�.
L//5 100 w Install F.H. a
Z )�
// a . a SECTION 33, T1S, R1W, W. M.
a
j/ , m Map 1S 1 33A
,n PROPOSED 15 x Ma 1S 1 33C
EASEMENT ,w w Mapp 1S 1 33D
103 3
NOTE: a Washington County,
New sanitary sewer W Oregon
m W
in creek bed
Q CONSTRUCTION NOTES:
.0
I
I o 1. All work shall be in accordance with A.W.W.A. standards.
300 Install F.H. and 16" BFV CITY OF TIGARD r ,
2. 24-inch bore under S. W. Scholls Ferry Road will be
102 3 accomplished by private contractor. All other work will
I be done by Tigard Water District personnel.
m
.O 105 ' I 3. Poured concrete thrustblocks at least 8 square feet of
4- 700 i bearing surface at each tee, lateral and bend location.
4
4� ' I 4. 36" earth cover for all mains except 3/4" minus gravel
y 107 for mains located in streets, shoulders, and driveways.
v
G''' 5. Fire hydrant assembly consists of 12" or 16" MJ x 6"
4 1II Install F.H. Fig tee, 6" Flg gate valve, and Pacific States fire
3.. hydrant, 51/2" MVO, 3-port (2 - 21" NST hose connections,
106 j S. W. SHEFFIELD CIRCLE 1 - 41" pumper) , 6" Flg connections, 11" Pent Opr Nut,
. I - (FUTURE) open left, color: yellow, traffic model.
800 301 108
/ 6. Mains shall be tested at 150 psi for 1 hour. Static
_ 1 pressure = 85 psi.
101 "BRITTANY SQUARE"
7. O.S.B.H. bacteriological tests required.
BEGIN PROJECT:' '
Connect to existing
16" D.I. w/ 16" D.I. -) Fb_ TIGARD WATER DISTRICT
1000 900 ,I IT, S. W. SBRITTANY DRIVE
8841 S.W.COMMERCIAL STREET•TIGARD,OREGON 97223
TExisting 8" D.I. -' } 71..,",t;� ,` TELEPHONE. 1503)639-1554
H .
/ t
._ ..-___. . WATER PROJECT
G C•/�
THE BEAVERTON - TIGARD CONNECTION
SOB<y 16,�4,.., S. W. 135th and Scholls Ferry Road
c FRT E. S� Page 1 of 2 pages
a)
m
'+1
X Robert E. Santee,P.E. Administrator
W Scale: 1" = 200' 7 December 1983
! S. W. SCHOLLS FERRY ROAD i 24" b.D. steel casing
112 D.I. pip
MATERIAL LIST: /
12"MJ' 6",P.E.,reducer
Item Quantity
Main Pipeline: 6"MJ G.v.
12"MJ plug 12"MJ B.F.V. _r
16" TJDI pipe, Class 52 1,700 feet
12" TJDI pipe, Class 52 1,700 feet '
16" MJ butterfly valve 1 each 12"MJ tee 412" D. I. pipe
12" D.I. pipe
16" MJ x 12" P.E. reducer 1 each 12"M6 x 6"Flg tee
G -A.. — —
12" MJ butterfly valVe 5 each =,il
12" MJ cross 1 each I'
12" MJ tee 1 each _____
12" MJ x 6" Flg tee 2 each 1l
12" MJ plug 3 each . w 6"MJ j45q lateral j� r-6"Flg G.V.
12" MJ solid sleeve (L. P.) 1 each '! 5 Fy— ---d
z
w
6" Flg plug 2 each `T
Fire hydrant assembly: (on 16") 3 each aJ
(on 12") 2 each lz"MJ B.F.v. MJ;4nd a;
1 6„ 1
a \Fire H'draq(t/
Master Meter with concrete vault: - ='
12" TJDI pipe, Class 52 70 feet + 6"Flg x dreisrr gouplings
6" TJDI pipe, Class 52 20 feet -T- 1
12" D. I. pipe I _ ( jam-'
16" MJ x 12" MJ tee 1 each
12" MJ butterfly valve 2 each � 6"Flg G ,
12" MJ x 6" MJ tee 2 each _ -. \ 6" Rx Fw , turbo-meters,l
.C�� --!I Flg x Fl�, registration
W-2000 DR,
12" MJ x 6" P. E. reducer 1 each cubic felt registration
12" MJ plug 2 each 1 with strainers
6" MJ gate valve 1 each H r r
6" Flg gate valve w/handwheels 4 each
6" Plg x dresser coupling 4 each 7 _' II I z
6" MJ 450 lateral 1 each "� — t 1
o
6" MJ 450 bend 1 each 16"MJ x 12" P.I. reducer H 1y1'��— 1 S
6" Rockwell turbo-meter, Flg x P,1 4' ;�o ( r - 1 m
Flg, Model W-2000 DR, cubic H S--t__ l 4-_- o
feet registration, with I ri +171 E.
strainers 2 each H
O
.--3 � Pre-cast vault
I
•
6"Flg pc r$re#ser coupling
16" D. I. pipe
S. W. Scholls Ferry
F
Road (Road Surface) if
n
4,O"t minimum — .__ —�-- ------ ��O��-PttO��cf'.__ Length: 50'
Redwood end o D �ot:acF`s�
seal (typ.) --- — -.4
W 7149 R �\
1
16 rte. �',
24" O.D. steel casing 12"MJ B.F.V. (o BF gP
Pipe to be cut and joined' 1/4" thick '12" D. I. pipe RT E.
for end joints to be 1'0"
from end
TYPICAL SECTION - 4ii� y - am - c
a r" 12"MJ plug
24" O.D. steel casing 116"MJ x _2'MJ tee .`" s ai
x _ - .
A a TIGARD WATER DISTRICT
Stainless steel bands, I x
5 required per 16-foot ; (1 ' - . , ry '
12" D. I. pipe `*
length of pipe , ,v 8841 SW.COMMERCIAL STREET•TIGARD,OREGON 97223
I `� . - 2 - 2"x4" (rough) redwood or TELEPHONE. 15031 639-1554
i cedar skids between bells
1
WATER PROJECT
THE BEAVERTON - TIGARD CONNECTION
CASING CROSS SECTION (TYP.) 16" D. T. pipe S. W. 135th and Scholls Ferry Road
PRE-CAST CONCRETE VAULT FOR MASTER METERS
24" STEEL CASING BORED UNDER S. W. SCHOLLS FERRY ROAD Page 2 of 2 pages
DETAIL "B" DETAIL "A" Robert E. Santee, P.E. Adm,msvaeor
Scale: 1" = 1'0" Scale. As Shown
7 December 1983