HomeMy WebLinkAboutWTR2702950.2r�\I
N
o
1
�
az w
N>1
>
w,
�Q
I�
Q
LL
O
J 7
n-
rn
r,
Q)
In
IIII■
z
O
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
c NE. 12TH ST.
INTERSECTION OF NE 12th ST
SECT/ ON 10, T WN 23 N, R 5 E. W. M.
STA7+58.7,
16 D/ VERTICAL CROSS MJ X n x)
`t
W. 3 - 16 " PLUGS STA 7+ 44, o'R.
,
W. CONC. BLOCKING 16"x 6" D/ TEE
I
14LF 6 DI. PIPE
I
6" Dl. GATE VAL VE
6" DI. FIREHYDRANT
PER CITY OF RENTON STD. DTL.
I
W. CONC. BLOCKING
o
,
I
+
�
�
I
I
I
160
`
s
'
k
I
I
,
i
k
i
E
I
I
I
,
I
{ I
I
I
I
i
o I
o
I
I
I
,
j
,
+
I.� I
I
I
,
(jd
I
I
I
STREET RESTORATION OVER UTILITY 7RENC ING IN°
'
DUVALL AVE. NE. SHALL CONFORM TO KING
OUNTY
ROAD STANDARDS, REFER TO 1993 KCRS & 0
rHRU
8.05 AND SEE ALSO WSDOT/APWA ST NDARD
SPECIFICATIONS, SECTION 7-17.3(3) IN PARTICULAR.
I
I
i
I
�
LJLJ
�
I
1
�I
I
I
I
I
I
I
I
�
.
I
I
10" NIPPLE(MJ x FL)
,
o
+
I
I
10" TAPPING VALVE (FL MJ)
�'
10" PLUG (MJ W. 2" BLO F ASSY.)
TEST CONNEC77ON
10" VERTICAL CROSS ( J x MJ)
e•.
3 - 10" PLUGS (MJ);
ONE W. 2" TAP & PL G
II,
,1
ONE W. 2" TAP & BL WOFF ASSY.
TEMPORARY BLOCKING
AFTER POL YPIGGING, PRESSURE & PURITY TEST, REMOVE TEMP.
o I
Q
PLUGS, BLO ING, AND CONNECT W. 10" SOLID EEVE (MJ)
(SHACKLE AL BENDS TO TAPPING VAL VE.)
1
f
FINAL CONNEC7701V
g Q
I
o
F
& UNION A VE NE
NW COR SEC 10-23-5 i 33 i
CITY OF RENTON MON #159
FOUND 1 1/2 BRASS DISK
W/PUNCH IN CONCRETE /N
o
CASE (10/97) N 186373.1000
E 1671236.8500 ,
CITY OF RENTON MON #806 �I ,' r �11 0 24
FOUND 2 BRASS DISC W/ /' , -stA
ON A 4" X 4" CONC, MONCA E A T /
NE 10th STREET & UNION A E NE / All?= VAC. RELEASE VALVE
(01/01)
N 185060.8803
E 1671246.407312+41
I ' ' PIPE CROSSING
STA 'D; 27 L. =
Z EXIST. F/REHYDRANT lZ / I �� 4 /9 STA 19+01.24, 15'L
STA ;441 fl $6i-j _ zI / 10"DI WA IE. 430. 90
EX. 10"DI GA TEVAL VE (MJ �) i 12 "CPP SO /E. 433.43 o '
EX. 10 PLUG (MJ) W. CO C. BLOCKING 2L EI + !
SEE REN TON WA. P ANS ON FILE: W-0999, W-0726 & W-X07 STA 1+55.0
' I r
16 "x 6" DI TEE I
6" GATEVALVE 3
NE 10" Dl WA F
ROM EXISTING 1( CAPPED END A F ANA,COR TFS A Vf NE TO DUVALL AVE.,15' OFF CL\ i 40' 4
. . _ . w.. 1;_
X 10 WA
EX. 8_W4 (K.�W. O. I _
,
_7-7-16
-
__��` --. j ape. T �._.
17 0 toes 2s' �`cT �` ....._. _
15' OFFSET
NEW 100Dl WA. � -- ----
0
y I
INTERSECTION OF NE 8th ST° o'
& UNIO E NE �' N PIPE CROSSING
W 1/4 COR SEC 10-23-5 STA 15+37, 27 L T. STA 18+59.71, 2
15 L.
C/ TY OF REN TON MON #1848 N 185045.2 10 "DI. WA. IE. 431 V
FOUND 1 1/2" BRASS DISK E 185045. 7
W/PUNCH IN CONCRETE /N 12"CPP SD IE 433 90
r'
_°
-� °
PROPERTY LlN TYP ° o'
F STA +59.6, 3a .4 L
8" DI.' CAP W. ,"2" PLUG:'&
' BL 0 WOFF AS$tMBL Y /' l
�jy�j W. COI�VC. BLC�'CKING. �
ri jjf �t If `• N " ;
6 E�u►� crass
7�-/%pS SECTION OF-'P/P I „k a s
r'-�TO �8E INSTILLED I Z - H P WL*r {� C ai
VSIDE 1"PVC SLEEVE I`t
� t'TA 6+e` O, 3�, 61.
,
8}"DI GA7EVALYf �blii
f `
G 9 21 �1 ,, `8"Dl. WA.
`t .i.
6+6
J?
1 F
1Q� /
'ST 5+92.1
�° 8 "x 6" kDl. TEE 1 ) 3
fP W. CONC t r,BLOCK f _...
r a.
GA I'VAL VE (FLx
AA
�1
\� NEW 1 "WA METER, ICAL
L OCA TE 1 ' �_ 'D' COIkI�R
EXISTING. I I
WE7LAj (z
1
a�. ,
I
o
S A 1 +55.0 4
0' 9.5'
6" l FIREH DRAN
ASSEMBLY, PER f
Cl Y REN N D
' STA +89.8, 5'R.
11.2 ' 8 "Dl B D
ONO': BL
NE
F NEW 10"DI. WA,,' N 1 '
a � v
0 55.09
EX. C YCL ONE FENCE +> °
STA 20il,,'' BE75R��OV
10 "x 8 "D/ TEE (FL)
1- 8" GATEVALVE FL)r
2- 10" GA TEVAL VES (FL) X M 7
CASE (10197)
EXIST FIREHYD.
,
18+94.9,
PIPE CROSSING
N 183748.6606
NOTE: S TREE T RESTORATION 0 VER
STA. 15.OL.
16 "x 10" CROSS (MJxMJ)
STA 19+11.32 15'L.
"DI. WA 1E. '430.
E 1671255.9645
UTILITY TRENCHING /N NE. 10TH ST.
2-10" GATEVALVES
42.00'
1095
12 "CPP. SD lE. 433.31
WEST OF DUVALL AVE. SHALL CONFORM
16" BUTTERFLY VALVE (MJ)
42.00'
TO KING COUNTY ROAD STANDARDS;
16" PLUG W. CONC. BLOCKING
INTERSECTION OF SE 118th ST
REFER TO 199J KCRS 8. 03 THRU 8.05
& 138th AVE NE
AND SEE ALSO WSDOT/APWA STANDARD
FOUND CONC MON /N CASE
SPECIFICATIONS, SECTION 7-17. 3(3) IN
(10197) N 184373. 7320
PARTICULAR.
I
�,
E 1673214.0640
5 I
1
NOTES.
STA 6+o3 6, 5.0FILL AND COMPACT THE ROAD PRISM TO
4�-8"gl'hEND C z�a__ i FINAL GRADE PRIOR TO TRENCH
W. COAIO:` `3LOCKIN(`
EXCAVATION AND INSTALLATION OF THE
I WA TERMAIN
I CONTRACTOR IS RESPONSIBLE FOR THE
1'' DISCOVERY OF EXISTING UTILITIES AND
6" FIREHYD. Ass �., E FOR LOCATING THEM.
PER RENTON ST jIT4
NOTE.• ALL TRENCH RESTORATION IN THE CITY OF RENTON R.O.W.
t
SHALL BE PER THE CURRENT CITY OF RENTON TRENCH
RESTORATION AND STREET OVERLAY REQUIREMENTS, SEE G. 0. R.
I STD. PLANS H032A & HO32.
C*'
W
r
S `+2.6, 5.6'.
BEND
W. :CON . BLOCkINC
�o
Q � 1
/ <xz
STA 20+�.80, 151.
STA/21+95.8, 2,
6161 FIREHYDRAP
A l` 'BL Y, PER
i CITY.. RENTON D7
w-?95003
NOTE:
SANITARY SEWER PIPE CROSSINGS HAVE NOT
f BEEN CALCULATED AS THESE CLEAR BY
SEVERAL FEET, BY VISUAL INSPECTION OF
r 1 PROFILE VIEW. SEE SHEET 14
v
CHECKED FOR COMPLIANCE TO CITY STANDARDS
Z✓ - Z t7 1
lie L z•
R1511>04v GI&FouRi 12/zs/Zoos
Nil
y4
R
D
2 + 0
�r
D
SD.
�• 22+00 23+ o0
_ _.. 24+00
- --+- - - +
STA 21+01.67, 9.61. NE 10 th ST
SSE 116 th S TREE T)
10"D/ 11.251BEND STA 21 +97. 9, 9.61. L
10" D/ VERTICAL CROSS W.
3 - 10" PLUGS,
10"x 6" DI TEE
6" GA TEVAL VE
W. CONC. BLOCKING
AS-BU I LT
34477 \�+�
]STA'
( EXPIRES 7/12/02
m
°��`"'' s'' S, �O
$CANNED FEB 15 2002