HomeMy WebLinkAboutWTR2702951.10
3
A
z
J
I
w
H
3
/
0
3
A
OD
/
N
L
w
Q
z
w
J_
Li
z
U
w
'i•
470
450
——EX.8'D.I. W-r-1— — —
6
Q
T T
- - - - ------ - -
- - -
-��
--=EX.8'D.I. W===�=
--EX.24"SAN.SWR— — — — — — — `t_�i — — — — — �EX.SSMH
GATE VALVE 2' OFF —
CURB LINE IN STREET
N.E. 4TH ST. (SE 128TH ST)
1-8"x8" TAPPING TEE
1-8"GV (FLxMJ)
I I
u
EX,
C
RI
� ��
�EX.
CB1
RIM=
18" 1
86.10
=483.6
��
--
12"SD_
TA: 4+
1.98, 2
V LT.
—8% 8
TAPPING
TEE
-8 G
(FLxMJ
.4TH
STf
iEET
PR0
IL
(EX
STING)
ORIZ. SC
LE: 1'=
'
RT. SC
LE: 1' =10'
N
oo
F�)
m
m
N
07
N00
d
co
4+00
wire . s7 -
5+ 00
6+00
IQK�]
39.27
= 485.67
SW 11-23-5
—EX.8"D.I. W— — —
— — — — EX SSMH
.�- ----------------�
N
0
0 10 20 40
SCALE 1 " = 40'
500
Mole]
470
460
DATUM ELEV
455.00
NOTES:
1. EACH LOT WILL HAVE A 6" TIGHTLINE STUBOUT.
SOME OF THESE STUBOUTS MAY BE ADJACENT TO
WATER METER LOCATIONS. DO NOT CONSTRUCT
ROOFDRAIN LINES AND WATER LINES IN THE SAME
DITCH.
2. 18" OF VERTICAL CLEARANCE SHALL BE
MAINTAINED BETWEEN THE BOTTOM OF THE WATER
SERVICE LINE & THE TOP OF THE SEWER SERVICE
LINE.
3. WATER SERVICE LINES SHALL BE CONSTRUCTED
IN TRENCHES SEPARATE FROM SEWER SERVICE
TRENCH
4. NO CONNECTIONS TO EXISTING WATER SYSTEM
SHALL BE MADE UNTIL PRESSURE & PURITY TESTING
& MAIN FLUSHING HAVE BEEN ACCEPTED BY THE
DISTRICT. COORDINATE SHUTDOWNS W/ THE DISTRICT
& RESIDENT PROJECT REPRESENTATIVE
00
t 150.00' VC
�Li II
z w C° Qo N P VI S TA = 1+ 7 5
w
z
O
VI ELE
48444
Ln
N [LLJ
ifomu
z
A.D.
—6.22
+
°
+Ln
N
z
0')
CD Q
>
w
w
U
+
I-
Q "'
w
1-
IRE HY
RANT
SSEMBL
;
Lli
>Lo
z
00
1-8"
8" TEE
(FL) m
m
E
GROUND
+
I--
Lu
+
2-8
GV'S F
xMJ
'-
C L
N
I
—{}g
1
'-8"D.I.
PR
DPOSED
cf)
—
— _
FI
ISH GR
DE
-
I
-
@
L
1 13
MIN.
I I
1
��� I
I
��
17'-8»
11
VER
P.
I
I
_77
98'
2
`-
8"D.I.
SLEEVES
I
I
i�Ij
1
rSO
�I
I
-
u
I
- 8"D.I.
SLEEVE
6"
IN. SEP
RATION
BETWEEN
WATER
&
DETENTI
N WAT
R
I
TORM
/ SAND
QUALITY
VAULT
L-i 1
USHIO
, (TYP.)
L_ -_
- -_
- _-
_
__-
1�
C0 QO
m co
m Ln
N N
co N
r
00�
00
f��
QO�
Ln
� N
co
moj
00
c
0
co
00r
0+00 1 +00 2+00
ORCAS AND ACCESS, UTILITY
EASEMENT PROFILE
100.0
' vc
1—
" BLOW
OFF ASS
MBLY
Ln
Ln
O
i
_4+00
co
PVI ELEV
= 483.80
o
A.D.
_ Inn
-1.00
?q
cn
>l
>
36"
COVER
MIN.-
TYP.
i
O
O
_
n
't
v
w
>
>
U
w
U
i-
LLJ
B
w
�
16
_
N
2"SD
;
+
r�
I
0
- -
1-8 x
TEE
FLxFL
'
1-8"
1-8"
GV (FLxMJ)
(n
8" D.I
SPOOL
2-45'
BENDS
(MJxMJ)
G
NE#F
._
RT. SCALE:
1' -IU
nO
�Ln
0')00
ooLn
LnO
mLn
QO=
cp0
ojcd
O
cD
O
I'7
Ln00
r
00
co00
0000
0300
�0)
Ma)
0')m
3+ 00
G11111128Z01
5+ 00
6+00
I
W 1 SI TE
NI
I
N.E. 4TH ST. SE 128'n ST)17
`
VICINITY MAP
BASIS OF BEARING
NAD 1983, CITY OF RENTON
BENCHMARK
CITY OF RENTON BM #1852 24OCT-96.
ELEV=454.76' (138.614 METERS)
3" BRASS DISK SET IN CONCRETE STREET
SURFACE AT THE CONSTRUCTED
INTERSECTION OF NE 4TH STREET (SE 128TH
ST) AND NILE AVE. NE 9148TH AVE. SE).
DATUM
NAVD 88 CITY OF RENTON
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND TOTAL
STATION
FIELD SURVEY CONTROL WAS BY CLOSED
TRAVERSE LOOPS, MINIMUM CLOSURE OF
LOOPS WAS 1:22,000, IN ACCORDANCE WITH
WAC 332-130-090.
LEGAL DESCRIPTION
THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER
�) OF THE SOUTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SECTION 11, TOWNSHIP 23 NORTH, RANGE
5 EAST, EXCEPT THE NORTH 7.5 FEET THEREOF FOR
ROAD AND EXCEPT THE SOUTH 30 FEET THEREOF FOR
ROAD.
8"x8"TAPPING TEE
8" GV (FLxMJ)
►�� S. 8. Fs�
FJ�� OF WA S/yl
26456
RFGISTERE� F.
�SS�0f1ALCONSTRUCTION RECORD
EXPIRES 1013/200 W INFORMATION ONLY
REVISED TO INDICATE
CONSTRUCTION RECORDS
(ROTH HILL ENGINEERING PARTNERS, LLC.)
FIELD REP: PHILLIP VAN EARWAGE
REVISED BY: BACH NGUYEN
DATE: NOVEMBER 6, 2002
CONTRACTOR: JOE PRUSS
8"D.i. PIPE: 603 L.F. CL52/ AMERICAN
F.HYDRANT: MEULLER
GATE VALVES: KENNEDY
FITTINGS: TYLER
WATER DISTRICT NO. 90
APPROVED
CONSTRUCTION
DRAWINGS: - DATE:
BASE MAP: D-3
DWG NO. D3.01 7
z
a
H
a
3c 6-4
5 U
W (n
ir W
U_ A
N_
a c
r W
m
v=i z
Z
N �- W
ER
v
0
0
Z
a c co
co
.
ty�LsLLj
�.1
a
0
IIIli Y4
w
m
o
aka
oLd
_
� �
Y
� I
2
W c
U
�xColl
X
cf)
Z
m
�
0
Ix
o CQ
W � o
�
I
�
W N
z co
z
o
W 0o
m
W
z
0
V)
z
0
0
0
W
0
To
I
LliV
Z
of
0
LL.
0
a
_U
V
z_
cn
�
0
Z
QJ
J
I-
ui
W
Z
z
F--
oLdQ
V)
_
z
o
W
U
z
O
C-
Ld
w
O
V)
DATE 10 /23101
JOB NO.
1673-004
DWG N0.
1673-4—ENG
SHEET
1 of 3
a
d
0
z
b t-"
UIP
CD
z
o d
N
o �z
0
x
0
�
N
N
SCANNED MAR 2 8 2003