HomeMy WebLinkAboutWTR2703123.3z
I
o w
w�
3
N
� a
o
r
Z
0
�
w
> Q
O
wuo
L_L_I
a-w
N
O
ry
RECORD NOTE
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED,
IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL
IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY
HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING
ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION
OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
RE NTON PLACE DIVISION III
LOW POINT ELEV = 144.19
THE NORTHWEST QUARTER OF SECTION 18, T23N, R5E, W.M. LOW POINT STA = 4+62.18
CITY OF RENTON, KING COUNTY, WASHINGTON PVI STA = 5+00
PVI ELEV = 143.75
A.D. = 8.20
K = 12.20
� 100.00' VC
w
0
�n
��
��
� w
N �
t�
00 m
4
N �
+ U
�Z
Qw
cn m
LEIn __ — — — — — — — — — — — — — — — — — — — — —
ry
Ld
a
Of
w
a
2
Ln
INSIDE HOUSE
PREFERRED CONFIGURATION
FLOW
Ln
3+00
HIGH POINT ELEV = 151.42
HIGH POINT STA = 6+28.18
PVI STA = 6+25
PVI ELEV = 152.75
A.D. = -13.34
K = 6.00
80.00' VC
FLOWLINE ELEV OF
EXISTING GROUND AT
VERT CURB (RT.)
a OFR/W
O
�
N
�,
_. - - --
Ln
L
vi
M
I-
LLj
Ln
00
�
-
m
00
Of
in
N
�
m
cn
m
N
o
"'
w
U J >
� (D � w w
-160
158
vi
17 CONNECT TO
>
>
m
¢ 0
156
EXISTING GRADE AT
c�
>
EXISTING WATER
L`'
"' `'i "'
154
EXISTING EDGE OF
m
m
EXACT DEPTH
152
UNKNOWN -
-
— ---- - - -
_
14�
_ 150
-
148
-1.00%
- _
—�-146
-- ----
----------
_-�
`-
1�77
WATER 3' MIN COVER
- ` ------�
144
142
--
140
138
36
132
-- - -- - - -- - - --- - ----------- -- - - - -- - - - - --130
MAPLE AVE NW 128
126
SCALE: HORZ 1 "=20' 124
VERT 1"=10' 122
OUTSIDE FOUNDATION
5 6 9 5 SAWDUST FILL
24"
6'
6' PEA TG PAVEL
2 10 3 10 8 10 4 2
FLU
FOR 3/4" AND 1" SERVICE (3/4" SHOWN)
FUNCTION
Ln
N
N
Ln
I
In
N
c0
N
4+00
5+00
WATER PROFILE IN
MAPLE
AVENUE
ADJACENT TO WATER METER
PROPERTY LINE SO �/ OO OO I-FIALDUST
��■ ��1�1�111
-• '
1
an IN) m=ma
#
1
ITEM
AMT
4 EA.
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN
900 GALVANIZED STEEL ELBOW
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A PRESSURE
3/4" PACKING JOINT COUPLING W/MALE IRON PIPE
2 EA.
REDUCING VALVE IS REQUIRED WHERE THE SERVICE CONNECTION
z z Y
o
THREAD FOR COPPER PIPE SERVICE: FORD C84-33
PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH IN ACCORDANCE
TO THE UNIFORM PLUMBING CODE.
o o
OR EQUIVALENT FOR GALVANIZED PIPE SERVICE:
FORD C85-33 OR EQUIVALENT
INSTALLATION
8
Q
3
PRESSURE REDUCING VALVE W/STRAINER - 3/4"
1 EA.
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON THE
-
WITH UNION COUPLINGS AT INLET AND OUTLET,
CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE METER
N
EQUAL TO: WILKENS +600, WATTS +U5B
BOX. RESPONSIBILITY FOR PROPER INSTALLATION, OPERATION,
Q
AND MAINTENANCE OF THE VALVE SHALL BE ASSUMED BY
� �,
4
3/4" CLOSE UNION - BRASS (M X F)
1 EA.
THE CUSTOMER. THREE POSSIBLE CONFIGURATIONS FOR
i
INSTALLATION OF THE VALVE ARE SHOWN ABOVE. A
3
&I
m
5
"
3/4 BRASS VALVE
VARIABLE
BUILDING DEPARTMENT PLUMBING PERMIT IS REQUIRED PRIOR
TO INSTALLATION
6
12" STANDARD METER BOX W/SOLID COVER
1 EA.
LOCAL SUPPLIERS
CONCRETE: 17 1 /4 X 28 5/8 INSIDE DIMENSIONS,
EQUAL TO FOG TITS METER SEAL CO. +2
HD FOWLER, INC. MCLENDON HARDWARE, INC. THE PLUMBING JOINT, INC.
PLASTIC: 13 X 24 3/4 INSIDE DIMENSIONS, EQUAL
13440 SE 30TH 710 S. 2ND 351 UNION NE
TO BROOKS METER BOX
BELLEVUE, WA RENTON, WA RENTON, WA
746-8400 235-3555 228-3204
7
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH
VARIABLE
AS REQUIRED
INDIVIDUAL SERVICE PRESSURE REDUCING
VALVE (FOR 3/4" & 1" SERVICE)
0
8
3/4" X 1 /4" X 3/4" STD. BRASS TEE
1 EA.
�
rY ADOPTED
�'"
9
1 /4" PETCOCK (M X F)
1 EA.
v�
CITY OF RENTON
10
3/4" BRASS NIPPLE
VARIABLE
O� STANDARD PLANS
I --- IF N LST DATE. 4/97
4 97 EDIT TEXT AND DIMENSIONS DCV DIRT
N 12 96 REFORMAT TO 11"x17" DCV DIRT
DATE REVISION BY APPR DWG. NAME: BR45 SIP PAGE: B096
i
INDIVIDUAL SERVICE PRESSURE REDUCING VALVE
w 2 Lu
Q OZ
W z
EXISTING 8" D.I. WATERLINE
---
- - -
-
CI
OLc)Li7
Ln
TESTING DETAIL
6+00
W,m312307
VERTICAL
NEW 8" D.I. WATERLINE DATUM
DATUM
EXISTING TEE, DEAD END
LINE, CAP OR PLUG. DO
NOT DISTURB BLOCKING.
INSERT CLEANING 8" "POLY -PIG" IN VERTICAL CROSS
8"x8" VERTICAL CROSS (MJxFL)
1-8" BLIND FLANGE ON TOP W/2" TAP & 2" PLUG
1-8" BLIND FLANGE ON BOTTOM
1-8" PLUG (MJ) W/2" TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
� EXISTING 8" D.I. WATERLINE � NEW 8" D.I. WATERLINE
❑�
CITY OF RENTON BENCH
# 1919
CHISELED SQUARE AT
TOP OF STAIRWAY AT
NORTH END OF CUL DE
SAC ON THOMAS AVE.
SOUTH ACROSS THE
STREET FROM 13208
RENTON AVE. SOUTH.
ELEVATION=236.65
NAVD 1988
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
C
0
0-0
cd
L
�65aL O
� 0 O
ZZ �C'7
j cd � C � N
N� I:fp p NZO
QZ c > cd U�
-p 0 L 0 5 cd
ccuo Qco
J > � -II 2 c
0 Q C c ('7 :3000-�=T.->
3Q� U
cdo�
0cd0 mLO0
00
O
Q w
U Z
O �
Z
r_0
V,
Io
w
U
J
Z
O
Z
cr
AFTER ALL TES I ING, CLEANING AND DISINFECTION, w tv t-
REMOVE TEMP. BLOCK &BLOW -OFF &CONNECT � k. Cp,{f�, Z w�
WITH 8 SLEEVE (MJ) & 8 D.I. SPOOLS. FINAL pF OAsgl� O,f, Z — 0 3
Q = }- s��
CONNECTION BY CITY FORCES j G'��"` �'o� J U w
NOTES:` Q a
1. TAPPING TEES SHALL BE MADE OF DUCTILE IRON OR EPDXY -COATED STEEL.
�^ a
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. ��.c� `��crsTSR�°G� � o- "
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE. ' 0� SIGNAL �! W Q C) o
4. WET TAP SHALL BE DONE ONLY BY CITY APPROVED CONTRACTORS. h� may. !? Gap, 5 Z V) ZQ o
5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF ExPiREs 2 i 6 i m5 , p J N�
EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL
AND VERTICAL ALIGNMENT OF THE EXISTING STUB. CITY FORCES WILL PERFORM THE FINAL
CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH DI SLEEVE AND DI SPOOL.
CONNECTION TO EXISTING STUB -
RECOMMENDED
FOR APPROVAL
BY
RY
BY
1 I AS -BUILT
NO.
ZQ� g
w —1
o
Vl
O N
r
0)
II
O
N
m
n
N
CHECKED FOR COMPLIANCE
CITY OF RENTON
TO CITY STANDARDS
DEPARTMENT OF PUBLIC
WORKSDATE
o
0
J
DATE
WATER PROFILE
&DETAILS
17
DATE
m
o
MW
3/12/04
DESIGNED:
DATE: �
3 12/04
FILE NAME: ���?-?��
0
o
DRAWN:
m
J
SCALE: AS SHOWN
FIELD BOOK:_
PAGE:-
CHECKED:
Q
1 APPROVED:
SHEET. 17 OF: 19
REVISION
BY
APPR.
DATE
DIRECTOR OF PUBLIC WORKS
V
N �
r