HomeMy WebLinkAboutzW-364801 SetG�
s
a
6
Z
Z CONNECT NEW 1.5 -INCH HDPE PIPE TO
N U _ , �, ^;, EXISTING CHLORINE BOOSTER PUMP.
11J CONNECT NEW 3141NCH HDPE PIPE TO
0 LL g as NEW RAW WATER SAMPLE TAP. 1 " > ,�','..+.: ,..:
m Z y SEE BUILDING MECHANICAL PLANS FOR - '.. z° ,,,"rt- - `;- _, :4
Y f
ADDITIONAL INFORMATION. rAt3 .,a.`•:'.SD_�`` x..��. >z a'...
`'' 5 by t. • �� �t
a
i ~
Q m '
.. .. 4, �`
R' SPRINGBROOK S' RINGS - 2 t 3 `a n r' y
'TREATMENT BUILDING -- - ''"'• - -- - 5 +'i` ` �- _ ti �:
y
INSTALL 770 FEET OF B-INCH PVC CONDUIT
CONTAINING TWO 1.5 -INCH HDPE PIPES AND A h I" s" `
-
' ONE
314-INCH HDPE PIPE
1 �r
I.
PIPE TABLE
SIZE (INCHES)
MATERIAL
CLASS
8
PVC
SDR 35
1.5
HDPE
DR 11
0.75
HDPE
DR 11
=
``.>�` - �'t
SPRINGBROOK SPRINGS
> a a •.
TRANSMISSION MAIN FROM
_ - -. �,, �` R
- p s`x�
rLL
�`ia �x
t4
SOURCE 18 -INCH AND 20 -INCH
IRON
COD ' VJ
-3 (P'J'Zo
If
LCROSS
DUCTILE
0 CONSTRUCTION RECORDS
LLC
9/23/1
TM
oaartu
T -M HRUS
t
REVISION
BY
CONSTRUCT MANHOLE AT 770 LINEAL FEETQr+k
APPR
�T.MALPHRUS
- � -
FROM CHLORINE BUILDING. INSTALL
CHLORINE CARRIER WATER NJ C
CONNECT TO NEW 1.5-INCH HDPE PIPE.
� INSTALL SAMPLE TAP UPSTREAM OF '
:k ffi x
'- CHLORINE INJECTOR. CONNECT TO NEW°
PE PIPE
3 /41NCHHD _ �,� Y, �� 1;.• �-} y 1
N+
ng
AA
vf
i, , , - Ow
AW
ffi
Al
ti
a �' �� # V y °' . `, Y ,7 ^• � � r - �.���` y�isg _ {fit k .�s.
y
y
40
1 UPS,
y ` 5'' RAW WATER SOURCE; - 1'JZ - '..t .`( '.1
P
R
t�
It
t �
c
RAW , _
a TER SOURCE
rE
ro$
SITE PLAN
1° = 60'
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
xx9/25/13
RH2ENGINEERING INC. DATE P
W- 364801
w tom,
�►
CITY OF
SPRINGBROOK SPRINGS
N/A
PRIMARY DISINFECTION
rLL
PROPOSED SITE PLAN
DA7JJ
��T.MALPHRUS
COD ' VJ
-3 (P'J'Zo
If
LCROSS
aE rrtw
0 CONSTRUCTION RECORDS
LLC
9/23/1
TM
oaartu
T -M HRUS
t
REVISION
BY
DATE
APPR
�T.MALPHRUS
W- 364801
w tom,
�►
CITY OF
SPRINGBROOK SPRINGS
REN TON
PRIMARY DISINFECTION
rLL
PROPOSED SITE PLAN
DA7JJ
�
Planning /Building /Public Works Dept.
COD ' VJ
-3 (P'J'Zo
If
W
n¢
2
m
0
CIO
ch
N
Ii
Z
p
z
z F-
U
w
o LL
& Z
zc�
z
a 0
N
Q
CL
24- DI MAIN
8- PVC CONDUIT PIPE,
TERMINATE 6- PAST INTERIOR
WALL OF METER PIT, SEE
DETAILS THIS SHEET
HOSE BIB AND RAW WATER J
SAMPLE STATION
314- HDPE PIPE TO RAW
WATER SAMPLE STATION
6
- - -- METER PIT
m1.54NCH HDPE PIPE, RUN TO CHLORINE
BOOSTER PUMP
SATURATOR PIT
CHLORINE ROOM
ff_�
PLAN VIEW SPRINGBROOK
SPRINGS CHLORINE BUILDING
SODIUM FLUORIDE CHLORINE COLD
STORAGE I I STORAGE
CARPORT
-- - - - - - - - - - - -
CHLORINE BOOSTER PUMP
NON-SHRINK GROUT
PROFILE VIEW SPRINGBROOK
SPRINGS CHLORINE BUILDING
REVISED TO CONFORM
TO CONSTRUCTION RECORDS
6 9't 9/25/13
RH2 ENGINEERING INC. DATE
N0.
REVISION
BY I DATE I APPR
LCRO55
ac ¢a
T.MALPHRUS
6" MIN. i J. ',1
COMPACT AROUND AND UNDER MAIN '
TO SPRINGLINE USING A MECHANICAL
HAND COMPACTOR. HOE PACK MAY�•�>'- .'..,'•.!._'�,
BE USED ABOVE SPRINGLINE.
PROVIDE FOUNDATION 12"
GRAVEL IF REQUIRED. MAX,
PIPE OD+ 18" MIN
PIPE OD + 24" MAX.
1/2"
a V'
1 -112" MAX.
1/2' MIN.
II II
II 11
I
II II
II II
I II
IUM
aF xw
a ruu xue
F NJf QE N]I
SLUE ICIXWM0.
TYPE 2
FOR EXISTING WALLS AND FLOORS
SELECT BACKFILL OR NATIVE MATERIAL
SUBJECT TO ENGINEER APPROVAL,
COMPACTED IN 6" MAX. LIFTS PER WSDOT
STANDARD 2- 09.3(1)E TO 95% DENSITY UNDER
TRAVELED AREAS. 90% IN UNTRAVELED
AREAS, EMBANKMENTS AND DITCHES.
SAND BEDDING MATERIAL
PER WSDOT SPEC 9 -03.13,
COMPACTED TO 95% MDD
PER ASTM D1557
MINIMUM DEPTH OF BEDDING
UNDER ANY PORTION OF PIPE:
0" FOR STABLE SOIL
6" FOR ROCK EXCAVATION'
12" FOR CLAY, PEAT, OR OTHER
UNSUITABLE MATERIAL
TYPICAL TRENCH DETAIL
NOT TO SCALE
CORE DRILL HOLE THRU
EXISTING WALL OR SLAB
PROVIDE SEALANT AND
BACKING ROD OR TAPE
ON BOTH SIDES
PIPE PENETRATION DETAIL
CORE DRILL FOR 8" PVC
CONDUIT PIPE, SEE DETAIL
THIS SHEET
24" DI MI
W- 364802
CITY OF
RENTON
Planning /Building /Public Works Dept.
ANY ROCK OR GRANULAR MATERIAL
OVER 3" DIAMETER
1.5' HOPE PIPE
1.5' HDPE PIPE
8 -INCH PVC CONDUIT PIPE ,&
METER PIT - EAST WALL
NOT TO SCALE
SPRINGBROOK SPRINGS
PRIMARY DISINFECTION
DETAILS
ABOVE
3 MAIN
8/3/2012
z
3
� C
o�
N �