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STA. 11+80.8, 28.21T JONES AVE S =
STA. 12+71.2, 17.6'RT S 77H STREET
INSTALL:
BEACON VE S. 1 - CONC. DEADMAN BLOCK
,,
00 1 O
1 — 8-GAP /I/ /1
_ 20 61 OW nC'C REMOVED
— TCl/DAD AGV TL/O/ICT G/M///A//
i
STA. 12+66.4 22.0'RT S 7TH STREET
INSTALL: /
1 - 8" 45' BEND (M✓xM✓) W/ CONC. THRUST
BLOCK
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sb� V-%ex;�'
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101
PROPOSED SANITARY
SEWER. SEE SHEET S-8.
101
'UT, CAP & BLOCK EX. 6" L
CAP & BLOCK EX. 2" GALV
CAP & BLOCK EX. 80DI dog
\ x
`PROPOSED SANITARY
SEWER. SEE SHEET S-8.
xec' /
/
TESTING DETAIL
BEACON AVE S.
/
c, / INSERT POLYPIG. INSTALL:
-i — 2" B/ OW OFF REMOVED
cei, `11 99.0 USE SECOND POLYPIG FOR
07HER PIGGING RUN. SEE
SHEET W-25.
STA. 11+58.9, 15.3 TL JONES AVE S =
10
STA. 12+83.4 39.8RT S 7TH STREET
INSTALL:
ao 2SA 1 - 8" 45' BEND (M✓xM✓) W/ CONC. 7HRUST
v �� BLOCK
-------------
FINAL CONNECTION DETAIL
1s CONNECTION DETAIL
STA. 11+76 JONES AVE S =
STA. 12+67 S 7TH STREET
SCALE: 1 "=10'
41-.800-424-55
ONE- CA L L REEING
RNCE (LITIES RE ONLY. ACOTHRACTOR OR
ALL MELD LOCATE ALL EXISTING
JWILITIES
TOCONSTRUCTION.0 72 HOURS
now what's below.
call before you dig.
ORIGINAL PLANS STAMPED BY:
ANDREW WEIGANDT ON:8/19/I7
i
S44'19'43"E 81.40' \ —
P D �
T STA. 12+66.4, 22.0'RT S 7TH STREET-
' STA. 11+76.2. 32.81T JONES AVE S
INSTALL:
3 - 8"GV (MI.WM✓)
3 - 8" SPOOL
3 - 8" SLEEVE
S44-19'43"E 81.40'
F 9
► �; ■
Rol
A
T
0+03, 17'RT
STA.
-�T 0 ^x .-Z R;?T
S 97H
STREET
INSTALL:
1 -
12"X8" TAPPING
TEE (M✓xFL)
W/ CONC
THRUST BLOCK
1 -
8" GV (FLxM✓)
1 -
8" PLUG (MJ)
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0
GAS GAS
GAS
i
2 P
- 12"" CI - r S. gTH STREET
g �
PROPOSED STORM DRAINAGE.
SEE SHEET SW-5.
0
GAS
EX. 4"X6" CROSS V
EX./4�C111.41S[TOBABA N D X. 6"CI
_--_ TO BE ABANDONED
I
dH
o OHP OHP
I
TESTING DETAIL
STA. 0+16f, 18.51T HIGH AVE S
INSTALL:
1 So VER77CAL GROSS PIGGING STATION—
PER S7D DETAIL 30016 REMOVED
1 TEMPORARY R4RUST BLOCKING
1 - 8" SPOOL
1 - 8" SLEEVE
DETAIL
GAS
IP
dH
i OHP
�.
CONNECTION DETAIL
STA. —0+04 S. 9TH STREEI
SCALE: 1 "=10'
a
J�
CLkk w-
2 - 8" SPOOL
1 - 8" SLEEVE
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W
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GAS
GAS
GAS S
I
2 P 71
ILI
G'
12" CI
S. 9TH STREET
c
co
PROPOSED
STORM DRAINAGE.
SEE
SHEET SW-5.
IA
GAS
I '�
�(
Ln
N
TO B
ABA
ON
D
EX. 6"W
_ A
(TO BE ABANDONED
II
FINAL CONNECTION DETAIL
0
NORTH
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.
NOTE. • ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLATION.
SURVEYED: SCALE: DAIS:
BRH VERTICAL: NAVD 83/1 RENTON HILL UTILITY REPLACEMENT PROJECT / /
HORIZONTAL: NAD 191988 1 O6 19 17
DESIGNED: 1 "— 1 O' �� rt C 1 T Y OF FIELOBOOK:
AW RENTON DRAWN: AW CONNECTION DETAILS PAGE:
II— ONE INCH II DATUM DRAWING N0:
CHECKED: AT FUI LL S LE l Plannin Buildin Public Works Dent W-24
AW, AG IF NOT ONE INCH �/ �/ P
REVISION BY DATE APPR APPROVED: AG
SCALE ACCORDINGLY SHEET: 3
2 OF:88
IWI-10131812141