HomeMy WebLinkAboutW-382426MIRY., M,�44
N
w �
Q
U
z W
w
O
O rr
IL
0-
z
w
1 - 8" 90- BEND (MJxMJ) W/ CONC
THRUST BLOCK
15+89.8, 3.°'RT jGV)
STA. AR AVE S
INSTALL•
1 - 8'x6' TEE (M kFL) W/ CONC
THRUST BLOCK
f - 6" BLIND FLANGE
INSTALL B"GV (MJxMJ)—
1 - 8'x6' TEE (M kFL) W/ CONC
THRUST BLOCK
f - 6" BLIND FLANGE
16+02,4, 4.1'RUGV)
STA. 16+01. c 455L T CEDAR AVE S
INSTALL•
1 - 81x6' TEE (MJxFL) W/ CONC. THRUST
BLOCK
1 - 810V (FLxMJ)
2 - 80GV (MJxMJ)
1 - 6" CAP (MJ)
cLf
CEDAR AVE S. 16 00 -
P - I
6" L TO BE ABANOON�CA
CTV P T CTV P
0
°° ECd P
,, ISERT POL)RG: INS
a
REMOVED
• rc�inrownv T�n..cr a nnYiun °� 0 0
D
444 CEDAR AVE S r
STA. 15+93.0 &5'RT CEDAR A VE S
INSTALL: TESTING DETAIL
1 - 8" 90' BEND (MJxMJ) W/ CONC
THRUST BLOCK STA. 15+97f, 15'+LT CEDAR AVI
CLF
mow �.7 oil
GVNII 1U tx. 0 W. /NS/ALL:
STA. 15+9Z4 15.47 T CEDAR AVE S
1 - 6" SLEEVE
INSTALL:
a STA. 16+01.4 &5'LT CEDAR AVE S
1 - 8" 45' BEND (MJxMJ) W/
W
w
INSTALL:
SHACKLE RODS & CONC
of
° 1 - 6' 45' BEND (MAW) W/
THRUST BLOCK
~
x SHACKLE RODS & CONC.
I
T
THRUST BLOCK
p°EV° E T(;a -
T
p
)
2 S IP G
C
CEDAR AVE S.
-'
-
18 00 -
P 8
I
6" Cl TO BF A A
—
r
N
CTV P
x. 6 C1
�0
CTV P
ECd p °
° °
_P
° po
o
REMOVE 80I CAP & SLOW -OFF
INSTALL:
1 - 8' SLEEVE
CUT &
n° -
CAP EX. 6'W
o
CUT do CAP EX. 60W
a
O
-
\ \ \
(A
CONNECT TO EX 6'W. REMOVE
444 C E D A R AVE S
LTI
--
-
" '
BLIND FLANGE AND INSTALL:
n Q" �_AJ0 •nAn�
-
FINAL CONNECTION
DETAIL
c - v r�wnru nrrnr.cn
2 - 6' SPOOL
2-6"SLEEVE 2 3 CONNECTION DETAIL
STA. 15+85 CEDAR AVE S AND
STA. 15+98 CEDAR AVE S (1
NORTH
SCALE: 1 `10'
ONE —CALL REFING SHOWN
ERENCE ILITIES ON Y. ARE
CONTRACTOR OR
01-800—
FIELD LOCATE ALL EXISTING
424— 55 ILITIES A MINIMUM OF 72 HOURS
Know what's below. PRIOR TO CONSTRUCTION.
Call before you dig.
NO.
CLF
po
o
°P
INSTALL:
1 - 12"x8' TAPPING TEE W/ CONC
THRUST BLOCK
1 - 8'GV (FLxMJ)
f' INSTALL
tt
�I 1 - CONC DEADMAN THRUST BLOCK
+ U)
c x
_ STA. 10136 7 5.57�T CEDAR AVE S
m INSTALL:
C6 1 - 8' 90' BEND (MwWJ) W/
CONC THRUST BLOCK -
urR71CA. CROSS n0 FN;Wn
°. I+TITA Cn @T1 DETAIL W.6 r
REMOVED
p 6
GAS -
ECd( —
EX. 12 01
77- CEDAR AVE S.
m
REMOVE EX. 6"GV CUT & CAP EX.
6"W! SHACKLE CAP 70 DEADMAN
BLOCK.
o REMOVE VER77CAL CROSS PIGGING
N 1 - 8" SPOOL
1 - 8" SLEEVE
CUT AND CAP EX 6'W
o I
o° L
p A
o P°
4,1
° o
p °
AS
ECd(
CEDAR AVE S.
,- I L eECd P
CR
0 W GARAGE CRW o ° GARAGE
IT
TESTING DETAIL FINAL CONNECTION DETAIL
" A, 7 �ttipo �i� CONNECTION DETAIL x6°REDUCER
JeJ y( �
� Q
y n
� Koh
W
PROPOSED SANITARY SEWER. v
SEE SHEET S-2.
AMERICAN SURVEYING & ENVIRONMENTAL, LLC (ASE)
CONDUCTED AN AS —BUILT SURVEY TO LOCATE ALL WATER
VALVES AND HYDRANTS. AS —BUILT DRAWING REDLINE
MARKUPS WERE MAINTAINED BY LASER UNDERGROUND &
EARTHWORKS, INC. BY THE ON —SITE CONSTRUCTION
FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS —CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS —BUILT REDLINE
MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND &
EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR
ANY FUTURE USE, ALL WATER VALVES AND HYDRANTS
WERE FIELD SURVEYED IN THEIR AS —BUILT LOCATIONS AND
ACCURATELY REFLECTED HEREON.
SURV=
BRH
DESIGNED:
AW
9RAwrv:
AW
EHECKED
AG
BY DATE APPR APPROVED
AG
REVISION
II
STA. 10+41 CEDAR AVE S
SCALE: 1"=10'
O ATI 1 t'.,--T
® 6" 22.5°
NORTH
6" SLEEVE
16„ ash' 2V2* BEND (MJxFL) W/ MEGA -LUG
JOINT RESTRAINT
t,, 8'-1 fYV BEND (FRUFL)
6 f -5- 8'x6" REDUCER (R xMJ) W/
MEGA -LUG JOINT RESTRAINT
1 - CONCRETE THRUST BLOCK
a
TCd P
S. 4TH STREET
21+57.5, 154'LTi CEDAR AVE S
)VE VERTICAL CROSS AND INSTALL:
8o 1 - 8" x 8" REDUCER
a dD a D $ VD o
4 _J_TT
9 209
TESTING DETAIL FINAL CONNECTION DETAIL
4 CONNECTION DETAIL
z 3 STA. 21+57 CEDAR AVE S O
SCALE: 1`10' NORTH
SCALE'
— 1 0
CH
Ar FDLL .ALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERrIL NAVD 1 8 }y C T O E
HORIZONTALRTIGA RANINA 1983/1991
RENTON
DATUM
Planning/Building/Public Works Dept.
NOTE' ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLATION.
DATE:
RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
PAGE CONNECTION DETAILS DRAWING NO
W-19
STEEL : OF:
27 88
W 0 0101214