HomeMy WebLinkAboutW-382413►'i
81.
N
9
a
w
0
WATER VALVE
/ RIM=222,17
/ TW-221.37
/ SSMH
RIM-222.93
/ COC-218.33
FOUND 2" ALUMINUM DISK / (8"PVC N)
WITH BUMP DOWN 1.00' IN (6"PVC 5)
MONUMENTIN CASE / WATER VALVE
N: 17703&9977 RIM=225.91
E: 1302340.4753 TW=224.51
/ WATER VALVE
/ RIM-226.38
T _ _ TW=223_38 -
—r—
R ETLN?' T 26 AVE S
BSTW
21+00 21 F
1=
501 —
°29'22"W 1159.97' �
(DEDICATED lRUBLIC RIiT-OF WAY)
/ 0
CITY OF TTLE
G PIPELINE ROW
6 �G� / ASPH .
*zk / WATER VALVE-
RIM226.45
�•f 1�OE' ��G� / TW=223.95
7� pJG BENCHMARK "M"
�- pQJ / SET CHISELED "o" ON SOUTHWEST
CORNER EWATER VAULT AND NORTHEAST CORNER OF RENTON
AVE S AND BEACON WAY S
ELEVATION-226.34'
/ 22+60.4, 3.3'RT
/ STA. 22-h35,9. 3 _ RT. RENTON AVE S
/ INSTALL:
1 — 87x8" TEE (FLxFL)
/ 2 — 87GV (FLxMJ)
/ 2— CONC. THRUST BLOCK
/ 1 — 8" WR77CAL CROSS
SSMH
RIM-252.79
COC=249.59
(8"CONC NW & SE)
/
11 CONNECT TO EXIS77NG 80 DI /
g SEE SHEET W-21 FOR FIT77NG /
SCHEDULE AND DETAILS /
/
/
WATER VALVE / / 419 RENTON AVE S
RIM=221.47 PARCEL:
TW=220.57 \ 722140-0122
0 PH 18"CON
/LSO O GRASS
•' R
GRASS GRASS
415 RENTON AVE S
PARCEL:
722140-0115 \
�\�\�\MMA 411 RENTON AVE S
PARCEL:
LSC 4\zz1\ 0100
12"CON
A GRASS
19.'4WY
� ASPH
A H LSCAPE LSCAP
LSC ARE
\
4 4 SC PE
VALVE W TER VALAIS p
WATER
3R =
T =22214
dLET
F&-224.48
11 =222.38(2"PVC
11 =222.33(6"PVC
GRASS T=222.08
424 RENTON AVE S
PARCEL:
722140-0395
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.
P
91-800-424-55
RE SHOWN
ONE -CALL RE RENCE ILITIES ONY ACONTRACTOR OR
JWALL FIELD LOCATE ALL EXISTING
ILITIES A MINIMUM OF 72 HOURS
Knowwhatsbelow. PRIOR TO CONSTRUCTION.
Y_ Call before you dig.
INLET
RIM=216.22
GRASS FULL OF WATER
NO PIPES OBSERVED
BOT=213.92
FOUND REBAR
AND CAP
420 RENTON AVE S
PARCEL:
( 722140-0422
6
LSC
pE
S
EAVE
416 RENTON AVE S
PARCEL;
722140-0434
I
HP
SVJ -
9 DWY>
SDCO' Q.KR
CORD
DRIVE
SC LSCAPE
4 5.9,
STORAGE
ASS SHED
405 RENTON AVE S
PARCEL:
40-0120
\\7221
,cor
.BR.W.RW 11BW
ro
.0
f
5CW
97777.717777
J -2 tI/-3
CEDAR AVE
'N\W-1
RENTON AVE S
/A
\�5
343 RENTON AVE S
PARCEL:
722140-0090
`CPONC ,
U Ap
S
NORTH
i
KEYMAP FOUND PK NAIL -
333 RENTON AVE S
ASPHALT PARCEL:
PARKING �7y2,221140-0090
GRASS
6
LSCAPE QII� N S
6 P w' 4 GRASS
�0" Svo
�•�-
-r
t'
LSC
GONG
DRIVE
PROPOSED STORM DRAIN. SEE
SHEET SW—f0.
410 RENTON AVE S
PARCEL:
722140-0430
EAVE
356 RENTON AVE S
PARCEL:
722140-0444
T
Lh U'Vi,
C C'ONCa`. Vd
DRIVE
338 RENTON AVE S
PARCEL:
722140-0445
WATER NOTES.•
6Q
APPROX/MATE LOCATION OF EXIS71NG SANITARY SEWER
1Q
3' COVER MIN/MUM. (TYP.), UNLESS 077-IERWISE SPECIFIED.
SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'—S' DEPTH. CONTRACTOR
2Q
REMOVE EXISTING FIRE HYDRANT.
SHALL P0774OLE IN ADVANCE TO DETERMINE EXACT
LOCA7701V AND DEPTH. LOCATE WATER MAIN PIPE JOINT A
3Q
CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
ABANDONED VALVES)
BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.•
A
REPLACE EXISTING 3140 WATER SERVICE WITH NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
—VITRIFIED CLAY: RE—SEC7IONED WITH PVC PIPE SPOOL
SERVICES) CONNECT NEW METER SETTER AND NEW
AND FLEXIBLE FFRNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
5Q
POTHOLE IN THIS LOCA77ON AHEAD OF WA7ER MAIN
—CONCRETE. • RE—SEC7IONED WITH ROMAC SADDLE
INSTALLA7ION TO ESTABLISH LINE AND GRADE.
—PVC. RE —SECTIONED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
7Q
EXIS77NG WA7ERMA/N MUST REMAIN AC7111E DURING
CONSTRUCTION. INSTALL NEW WATER MAIN BELOW
EXISTING WATER MAIN IF NECESSARY.
ImmmI N -4mumm-
0 20 40
1 "=20'
329 PEN
PA[
72214
SSMH
IM=1 70 21
CJC =162.91
(8"PVC N & S)
r C
CW
6 m
vo 8"STW HP wz
Z
2
51CA
9
330
7
NOTE. ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLATION.
SURVEYED:
BRH
SCALE:
—
-20
ZAADV°%, HORIZONTAL. Dsa31gs1
DATUM
0�O
RENTON
L, I� L
Planning/BuIlaing/Public Works D2pL.
RENTON HILL UTILITY REPLACEMENT
RENTON AVE S
STA. 22+00 TO STA. 26+00
PROJECT
DATE:
06/19/17
DESIGNED
PID6D°K
AG
°R"w" AW
ONEINCH
DRAINING N1a1:I
W-6
CHECKED AG
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
APPROVED
6 of
W
0024