HomeMy WebLinkAboutWTR2703142.3A
t-0
I —
CUT & CAP EX. 4"
WATER AFTER TIE—IN
CUT EXISTING 6 WATER CONC
LINE WITH 8" TEE
HORIZ. 1:20
.VERT. 1:5
#1530 DAVIS
C13
RIM 123.47
IE 120.5 (12"C N)
#1514 DAVIS IE 120.5 (121; C S)
0
0
V)
LLJ
0
PER CONNECTION DETAILVc
VA
1 +0 (3 2+ ED 00 Sl 2'19'51 "E 4
6 x6" TEE (FLxFL) 0+ a—S-S—
STA: 0 71 LT. 15 cn 407 LF 8" DIP CL. 52 (POLYWRAPP
< S 12' 19'51 "E
Ss,
ASPHALT ASPHALT
(2) 6 GV (FLxMJ)
v- N
V
12' 19 <
v,
I 1__^lvlNJ
�2" GAS
X
(1) 6 x8" INCREASER (FLxM
J
(1) 811 GV (MJXMJ) SSMH
CONCRETE BLOCK STA: 0+13, LT. 13 RIM 129.25 0
6 " REPHGE 8 VERT. CROSS (MJxFL) COPPER SERVICE IE 122.35
\1 ^lvl (2) NEW 3/4
(2) 6 SPOOL PIECE, SEE DETAIL A-13 FOR WITH NEW SETTER & (8 "C N S)
r4
(2) 6 ROMAC ADAPT (0 POLYPIGGING (TYPICAL) BOX (NO METER)
REMOVE & REPLACE EX. SERVICE
(DI —CI) X W/ NEW 3/4 COPPER SERVICE
CBNEW SETTER & NEW METER
RIM 118,.58
Lli
BOX & CONNECT TO EXISTING
lE 116.0 (8"C 'W
#1503 DAVIS PRIVATE PIPING (TYPICALCB
#1509 DAVIS
RIM 19.37 #1521 DAVIS
IE 1 3.2 (I "C W) LLJ
IE 13.3 (L1'2,"C _E) Li
#1517 DAVIS
cl MALEA SHORT PLAT
RI 115.0 STA: 0+00 UNDER CONSTRUCTION
IE 1/10.5 (1 "C W— FOUND PK NAIL
0. 1' NORTH &
IE 110.8 (4"PVC N 0.1 WEST OF
IE 110.8 (8"C E/ CALCULATED DAVIS AVENUE SOUTH
IE 110.5 (8"C W) POSITION
0+00 1 +00 2+00 3+00 4+00
....................... ............ ............. ................. ........... ............... .................. ............. ............ ...... .................... ..................................... .......
I . A I I �w
4
135�+�42�2
.................................. ....... .................................. ........ ...... ...... ...... ......
STA. .0 7 LT. 15
130:
.......... ....... ....... I., ..........
1.25-
........... I ........ ........ ..........
STA: 0+28, LT. 10
SSMH/
DEADMAN BLOCK
R I M A 21.41
B
PER STD. DETAIL
IE 1,124
W, E &
RIM 121.76
S) (0 IE 1 14.9
(1 2"Gf
#1506 DAVIS
v- IE 117.9
zo IE 115.0
(12 E)
(8 E)
REMOVE EXISTNG
FIRE HYDRANT
00
(TYPICAL)
STA: 1 +34) LT. 9
TEE (MJxFL)
6 GV (FLxMJ)
CONCRETE BLOCK
STA. 1 +34, LT. 25'
0
Cl. a.
FIRE
HYD. ASSY.
w
4" CI W
TIE—IN CONNECTION :1/11
STA. 0+13, LT. 13'
............................. ....... ...... ......... ....... ....... .,F-T,",M IN,.,, COVE R-
.............. ........ ....... ...... 3 ..........
...........
FH TEE
STA. 0+28, LT. 10
GAS
(�Z
8" VERT. CROSS STA.- 1+341 LT. 9' (TYPICAL)
DEAD --MAN BLOCK GRADE @ C.L.
....... .... .......................... ............... ............... I ........
GAS -GAS
0
GAS 0
0
120-
.......... ....... ......... ..........................
...... . ... * ........
EX. 6'
115: ....... WATER ..... ........ .......
12 8D
8 :SS
............... ........
sunwam
BRH
AS —BUILT INFORMATION PROVIDED
BY FIELD NOTES/ MEASUREMENTS RLM
RLM
AG
NO. REVISION BY DATE APPR
0
............
................................. ....... ............ ..............
(POLYW"RAPPED')
135
130
.......... 2.5
120
.............. ........ .........
115
............................................ I ...... ....... .................. ...... .......... ....... .......
1 "=20'
I am am
a Ra mly
F wr off mm
ZME ACCONZWKY
DATU M
& CITY OF 1/15/04
WIL WATER MAIN REPLACEMENT
RENTON TALBOT HILL Na
Planning/Building/Public Works Dept. PHASE 1 (AS -BUILT) W-31 414
2 14
C'
W SCANNED OCT 0 8 W 3 4 0 1
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