HomeMy WebLinkAboutWTR2703078.12a
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CV STA. 1 +37, LT 10'
DEAD -MAN BLOCK
(4) 3/4"SHACKLE RODS CUT &CAP EXIST.
� FROM DEAD -MAN TO 4" Cl AFTER TIE-IN
VERT. CROSS CONNECT/ON
g
4" STL
r 4" STL
U g 8" DIP
S TA. 1 +32, L T 10' STA. 1 +22 L T. 10'
8" VERT. CROSS (MJxFL) 8" TEE (FLxFL)
(2) 8" BLIND FLANGE (2) 8" G. V. (FLxMJ)
(1) 8" PLUG (MJ) W/2" TAP (2) 8" SPOOL PIECE
AND 2"PLUG (2) 8" RO-MAC ADAPTER
2" B. O. ASSEMBLY W/ (DI-Cl)
TEMP. CONCRETE BLOCK CONCRETE BLOCK
TESTING DETAIL TIE-IN CONNECTION DETAIL
NE 20TH STREET & EDMONDS A VE NE
STA. 1 +42, L T 23'
FIRE HYDRANT STA. 1 +49, L T. 8'
ASSEMBLY DEAD -MAN BLOCK
(4) 3/4"SHACKLE RODS
FROM DEAD -MAN TO F H.
UI
00 8" DIP
6" STL
UI
�i
STA. 1 +42, L T. 8'
8'x6" TEE (MJxFL)
6" G. V. (FLxMJ)
8" PLUG (MJ)
CONCRETE BLOCK
TESTING DETAIL
NE 23RD STREET AT
EDMONDS A VE NE
STA. 10+63, LT 10' `�\
8" VERT. CROSS (MJxFL) ,
(2) 8" BLIND FLANGES k1�
(1) W/2" TAP & 2" PLUG , j
(1) 8" PLUG (MJ) W/2"
TEMP. B. O. ASSEMBLY
TEMP. BLOCK
05,
STA. 10+47, LT. 10'
DEAD -MAN BLOCK
(PER STANDARD DETAIL)
(4) 3/4" SHACKLE RODS
(DEAD -MAN TO 8" VERT.
CROSS)
TESTING DETAIL
NE HARRINGTON PL
RECOMMENDED FOR APPROVAL
WATER UTILITY
vv Tip - z7-.?67*
DA TE
8" LONG BODY SLEEVE
(4) 3/4" SHACKLE RODS
FROM F.H. TO 8" G. V.
U
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STA. 1+36, RT 4'
8" VERT. CROSS (MJxFL)
(2) 8" BLIND FLANGE
(1) 8" PLUG (MJ) W/2" TAP
AND 2"PLUG
2" B. O. ASSEMBLY W/
TEMP. CONCRETE BLOCK
STA. 1 +41, LT 4'
DEAD -MAN BLOCK
(4) 3/4 " SHACKL E RODS
FROM DEAD -MAN TO
U VERT. CROSS
I ?.,
TESTING DETAIL
e NE 22ND STREET /
EDMONDS AVE NE
STA. 1 +42, L T 8'
V 8'5(8" TEE (FLxFL)
(O (2) 8 " G. V. (FLxMJ)
(1) 8" G. V. (FLxFL)
CONCRETE BLOCK
(1) 8" SPOOL PIECES
(1) 8" RO-MAC ADAPTER (DI-Cl)
(1) 8'x6 "REDUCER (FLxMJ)
(1) 6" SPOOL PIECE
(1) 6" RO-MAC ADAPTER
TIE-IN CONNECTION DETAIL
NE 23RD S TREE AT
EDMONDS A VE NE /E)
STA. 10+71, LT 10'
8'5(8" (FLxFL)
(1) 8" G. V. (FLxMJ)
(2) 8'5(4" REDUCER (FLU J)
(2) 6" GV (MJxMJ)
(2) 6" SPOOL PIECES
(2) 6" RO-MAC ADAPTER �
CONCRETE BLOCK
(4) 3/4" SHACKLE RODS
(8" VERT. CROSS TO 8" TEE)
CUT & CAP
EXIST. 6" WTR
TIE-IN CONNECTION DETAIL
NE HARRINGTON PL
L HORN
OF WA S,
r-
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°p 23169 I,7
AFC/STERF�
8 ASS/ONAL
EXPIRES 8 21 03 NO.
STA. 11 +22, LT 15'
DEAD -MAN BLOCK
(4) 3/4" SHACKLE RODS
EX. 6" S
STA. 11+15, LT. 3'
8'5(8" TEE (FLxMJ)
(3) 8" G. V. (FLxMJ) U
8" PLUG (MJ) tz
TEMP. CONCRETE BLOCK
TESTING DETAIL
NE 23RD STREET
STA. 1+26, RT. 4'
8" TEE (FLxFL)
(3) 8" G. V. (FLxMJ)
CONCRETE BLOCK
8" SPOOL PIECE
8" LONG BODY SLEEVE
(4) 3/4" SHACKLE RODS
FROM VERT. CROSS
I TO G. V.
c
r
E- w
2" GALV.
CUT & CAP EXIST.
2" GALV. WATER
AFTER TIE-IN
CONNECTION
TIE-IN CONNECTION DETAIL
NE 22ND STREET /
EDMONDS A VE NE
6" SPOOL PIECE
6" LONG BODY SLEEVE
(4) 3/4 " SHACKL E RODS (o
(DEAD -MAN TO 8" REDUCER/
+22 LF EX. 8"A. C.
TO BE REMOVED 6" WTR
STA. 1 +37, LT 10'
DEAD -MAN BLOCK
Q (4) 3/4" SHACKLE RODS
FROM DEAD -MAN TO
VERT. CROSS
8" DIP
INSTALL 8" SPOOL PIECE
I WI RO-MAC ADAPTER (DI -AC)
CUT & CAP EX. 6" STL
REMOVE 6" G. V.
AFTER TIE-IN CONNECTION
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+I
STA. 1+10, LT. 13'
8" VERT. CROSS (MJxFL)
(2) 8" BLIND FLANGE STA_ 0+85, LT 13
(1) 8" PLUG (MJ) W/2" TAP 8" TEE (FLxFL)
AND 2" PLUG (2) 8 " G. V. (FLxMJ)
2" B.O. ASSEMBL Y W/ (1) 8" (FLxMJ) ADAPTER
TEMP. CONCRETE BLOCK (2) 8" SPOOL PIECE
TESTING DETAIL
DAYTON AVE NE /
e
NE 24TH STREET
REDUCER TO 8" TEE) uj I STA. 11 +22, LT 8'
8" GV (MJxFL)
CUT & CAP EX. 6" WTR. 8" REDUCER (PExMJ)
AFTER TIE-IN CONNECTION
8" SPOOL PIECE
8" LONG BODY SLEEVE
STA. 11 +31, L T 5' (4)
EX. 6" STL3/4" SHACKLE RODS
�-- _.
DEAD -MAN BLOCK (DEAD -MAN TO 8" TEE)
3/4" SHACKLE RODS
STA. 1+57, RT 13"
DEAD -MAN BLOCK
(PER STANDARD DETAIL)
(4) 3/4" SHACKLE RODS
6" WTR - 8" TR
8" DIP
EX. 8'x6" REDUCER
STA. 1 +94, RT. 8" ZTO BE REMOVED
DEAD -MAN BLOCK
(PER STANDARD DETAIL)
(4) 3/4" SHACKLE RODS
(DEAD -MAN TO 8" VERT.
CROSS)
STA. 1 +84, RT.8'
8" VERT. CROSS (MJxFL)
(2) 8" BLIND FLANGES
(1) W/2" TAP & 2" PLUG
(1) 8"PLUG (MJ) W/2"
TEMP. B. O. ASSEMBLY
TEMP. BLOCK
(NEW 8 D/P) EX. 8" DIP
STA. 11 +22, LT 5'
8" TEE(MJxFL)
V 8" GV (FLxMJ)
CONCRETE BLOCK
STA. 11 +22, LT 3'
8 " 90 ° BEND (MJxMJ)
CUT & CAP EX. 6" WTR. CONCRETE BLOCK
AFTER TIE-IN CONNECTION
(REMOVE EX. GV's)
TIE-IN CONNECTION DETAIL
NE 23RD STREET Q
t 01
STA. 1 +65, RT. 13'_
8 " 45° BEND (MJxMJ)
CONCRETE BLOCK
CUT & CAP
EXIST. 6" WTR
STA. 1 +62, RT 13'
STA. 1+69, RT. 8' 8"SPOOL PIECE
8" 45° BEND (MJxMJ) 8" LONG BODY SLEEVE
CONCETE BLOCK
(2) 8" RO-MAC ADAPTER (DI -AC)
CONCRETE BLOCK
TIE-IN CONNECTION DETAIL
DA YTON A VE NE /
NE 24 TH S TREE
STA. 3+89, LT 23, RT 5'
8" VERT. CROSS (MJxFL)
(2) 8" BLIND FLANGES
(4) 3/4 SHACKLE RO
STA. 3+89, L T29'
.
(1) W/2" TAP & 2" PLUG
(8" VERT. CROSS
8" TEE)
DEAD -MAN BLOCK „
(1) 8" PLUG (MJ) W/2"
PER STAND. SPEC.
TEMP. B. O. ASSEMBLY
-
g,• sTL (w-0034) jP.
BLOCK
i
a
8„ L (W 0034)
M ..
8" DIP
c
W REMOV
2
X GV, � fi
CU CAP
Z
STA. 3+89, LT 13.25" j
'FEEcn
IST. 8"
Q
STL.
W
12'5(8" WET TAPPING
(8" GV (FLxMJ)
R. W. WE/HOFF EASEMENT
NOT
TES G DETAIL
R. W. EHOFF EASEMENT
E 18TH STREET)
2
R. W. WE/H EASEMENT
0 C?7
N CONTRACT
TIE-IN CONNECTIO $ETAIL
R. W. WIEHOFF EA SN5��
(NE 18TH STREET)
Nfmm-*307o8i0C
STA. 3+89, L T. 2
8" PLUG (MJ) W/2" R.W. WIEHOFF EASEMENT
TAP & 2" TEMP.
B. O. ASSEMBLY
TEMP. BLOCK
EX. "STL.
8" D
C
O
STA. 3+89, LT 275
W DEAD -MAN BLOCK
(4) 3/4" SHACKLE RODS
DEAD -MAN TO PLUG (IVL
R. W WEIHOFF EA ENT
CUT & CAPE " WTR.
AFTER TlE- CONNECT/ON
EX. 6" STL TO BE ABANDONED
8" DIP
(4) 3/4" SHACKLE RODS
�o
DEAD -MAN TO 900 BEND
STA. 3+89, L T. 289
8 " 90 ° BEND (MJxMJ)
POOL PIECE
8" L G BODY SLEEVE
CON TE BLOCK
NOT IN CONTRAC
TES TIN DETAIL TIE-IN CONNECT DETAIL
TESTING DETAIL TIE-IN CONNECTION DETAIL R.W. WIE FF EASEMENT R. W. WIEHOFF EA ENT
NE 23RD STREET NE 23RD STREET (NE TH STREET) (NE 18TH STREET
9
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SURVEYED: SCALE: DATE:
PACE VERTICAL: NAVD 1988
AS SHOWN HORIZONTAL: NAD 1983/1991 l J U LY 2003
DESIGNED: •, � C T Y 0 EAST K E N N Y D A L E WATER MAIN RELDBOOK:
RLM `�� RENTON
DRAWN: ,. PAGE:
REPLACEMENT PHASE II
RLM ONE INCH DATUM DRAWING NO:
CHECKED:
AT FULL SCALE Plcnning/Building/Public Works Dept. W 1 1
IF NOT ONE INCH ['�
REVISION BY DATE APPR 'P�LH SCALE ACCORDINGLY SHE
WATER DETAILS AILS U. 25 Of:
W1-131017191
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