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7
10+24.9, 14.5LT
1
STA
'^",vTz-A 9-.8'Li RENTON AVE S INSTALL:
1 -
8'x8" TEE (M.fxAW/ CONC. THRUST BLOCK
2-
8GV (MJxM✓) FLxFL
FL
10+24, 2.7LT
2
STA
; 0 r24 f2.I'LRENTON AVE S. INSTALL:
1 -
87x8" TEE OAkW) W/ CONC. THRUST BLOCK
1- 80GV &JxM✓)
1 -
8' SfF6OL
OSTA
10+06.4, 3.7'RT RENTON AVE S INSTALL:
1 -
8' 45' BEND (M✓XM✓) W/ CONC. THRUST
BLOCK
1 -
8' CAP (M✓)
2' -BLOW OFF- ASSEMBLY
TEMPORARY 7HRUST BLOCK
-, ---
I
4
STA
1 +2 .4, 7.2RT
'�'� �'�,�RT RENTON AVE S. INSTALL:
1 -
87x8" TEE (MJXFL) W/ CONC. THRUST BLOCK
1 -
8'GV (FLxM✓)
2 -
8' CAP (M✓)
1
n" VER77CA/ GROSS ROI vR/G STA 7MW PER STl
DETAIL 300.6
1 -
CONC. THRUST BLOCK
OSTA
10+37.6, 7.0'RT RENTON AVE S INSTALL:
I-
CONCRETE DEADMAN THRUST BLOCK
SHACKLE
DEADMAN BLOCK TO EXISTING 6"x8' TEE
OSTA 10+06.4, 3.7'RT RENTON AVE S
CONNECT TO EX. 8" D/ WATER. INSTALL:
1 - 8' 45' BEND (M✓xM✓) W/ CONC. THRUST
BLOCK
2- 8' SPOOL
2- 8' SLEEVE
1 - SHACKLE RODS
OSTA '^?z,� -o3oT V RENTON AVE S
CONNECT TO EX. 8" DI WATER. SHACKLE DEAD
MAN BLOCK TO NEW 8" TEE. INSTALL:
1 - 8' SPOOL
1 - 8' SLEEVE
INSTALL
1C1 , G 100 A W#A C900 IN
PLACE
GC
EX4STIAIG 10- IA/1R SEKI W/
FLEXIBLE
XIB E FERMCO
COUPLINGS IF NECESSARY DUE TO LIMITED PIPE
CLEARANCE
W7H
-E IS71NGCGtlTRA4"9 ROT7
1AL
DAMAGE DUE
T�GILINE CONSMUCTIOM O ABANDON GATE VALVE. CLOSE VALVE AND
REMOVE VALVE BOX. CAP AND BLOCK VALVE.
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 AGE 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.
�_I 0�
z
PROPOSED SANITARY
SEWER.
SEE SHEET S-4.
� L
�
°
FFY
24"CED
RENTON AVE S.
0
3
c�
N
C
w
w
of
Co cn o
GAS _
W D r W
�_I 0-)
z
PROPOSED SANITARY
SEWER.
SEE SHEET S-4.
/ L
�
�-\
24"CED
RENTON AVE S.
EX. 6" C1 (TO BE ABAND
TESTING
DETAIL
-LI
�E
II
D 6
fN
w
w
of
S AS GAS _
N r W
°
o°
+
° O
01
N
FINAL CONNECTION DETAIL
CONNECTION DETAIL
relmo ONE— CA L L REFERENCEING
UTILITIES ARE ONLY. CO THRACTOR OR
ALL MELD LOCATE ALL EXISTING
800— 424— 55 JWILITIES
TOCONSTRUCTION.0 72 HOURS
now what's below.
call before you dig.
STA. 10+23 RENTON AVE S
SCALE: 1 "=10'
N...
2
o
° z
CX m
U)
1 STA. 0+07-+3'_+LT S 77H S7REET N
+ INSERT POLYPIG AND INSTALL:
1 - 8' CAP (M✓) W/ 2" BLOW=OFF ° a
AND TEMPORARY THRUST U
°
BLOCKING ° a
N
a�
2 a a
AS GAS -
S AS GAS -
T— O
° c�
a 4 a N DJ
A
W
q
g a
S1
PROPOSED STORM WATER.
SEE SHEET SW-2.
o o�
Z
o
0 0
c Q
n
u
C
n
AL v
a
°
PROPOSED STORM WATER.
SEE SHEET SW-2.
II I I
NORTH
.,LVIJIUN
111J 1 1LL.
1 - 8" TEE (FLxFL)
2 - 8"GV (FLxMJ)
1 - 8" BLIND FLANGE
1 - 8" SPOOL
2 - CONC. 714RUST BLOCK
1 - TEMPORARY THRUST BLOCK
1
0
(a
E8
2
+ EVJ
~ S
a
TESTING DETAIL
TESTING DETAIL
REMOVE POLYPIG LAUNCH STA71ON
AND INSTALL:
1 - 8' SPOOL
1 - 8' SLEEVE CUT & CAP
1 - 8' 22Y2' BEND (M✓XM✓) W/ EX. 40W
— — CONC. THRUST BLOCK
(n W
>,. U1 O Q.
w1'a IC\ —
J
c�
a° N
PROP, Bw DI
S. 7L"D
N S. 7TH STREET
_0 EX. 6" DI
(TO D) U (TO BE ABANDONED)
CUT & CAP EX. 60W
If
EX. 10 SS 111 EX. 10 SS
PROPOSED STORM WATER. a q N C 2
SEE SHEET SW-1.
�u STA. 6+30.6 8.51T CEDAR AVE S
— Z REMOVE EX. 8'x6" REDUCER AND 8°
'o Z SPOOL. CONNCET TO EX. 80GV.
k m INSTALL:
S40 / 1 - 80 SPOOL
a 4 I —8�LEE
ro 1 - 8' 22%2' BEND (M✓xM✓) W/
PROPOSED S CONC. THRUST BLOCK
STORM WATER.
SEE SHEET SII SHACKLE FROM EX. 120x8" TEE TO
fly Y I 11 /// NEW 8' 22 Yi BEND
FINAL CONNECTION DETAIL
CONNECTION DETAIL
STA. 6+37 CEDAR AVE S
SCALE: 1 "=10' NORTH
/
REMOVED EXISTING 6" GAS VALVE;
Ile
STA. 22+49.8 9.21T RENTON AVE S STA. 22+55.8 9.21T RENTON AVE
CONNECT TO EX. 6"x6' TEE INSTALL:
1 - 8' 90' BEND (FLxFL) W/ CONC.
THRUST BLOCK
2 - 8"X6' REDUCER (M✓XM✓)
/ 2 - 8" SPOOL
w
2 - 6 SPOOL
/ 1 - 8" SLEEVE
1 - 6" SLEEVE
/ TS SHACKLE BEND TO TEE
Go � o
°
°
bw
6 DI
VU
S Q EX. 8" SS
N �
= G 2 CUT & CAP EX. 60W
G24 RENTON AVE S.
sbi7 \ PROP. 8' Dl
°22+61.7, 3.6�RT
FINAL CONNECTION DETAIL
CONNECTION DETAIL
STA 22+56 RENTON AVE S
SCALE: 1 "=10' NORTH
NOTE. • ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
714ROUGH INSTALLATION.
SURVEYED: SCALE: DAIS:
BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT 6/ /
HORIZONTAL: NAD 191988 1 Q6 19 17
DESIGNED: 1 "— 10 �� rt C 1 T Y OF FIEL0900K:
AW
DRAWN: RENTON
AW CONNECTION DETAILS PAGE:
II— ONE INCH II DATUM DRAWING N0:
CHECKED: AT FUI LL S LE l Planning/Building/Public Works Dept. W-21
AG IF NOT ONE INCH
BY DATE APPR APPROVEOA:G SOALE ACCORDINGLY SHEET: nn OR
88
IWI-101318121