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NTON AVE S
ARCEL:
40-0444
26+81.7. 14.4L
1 - FH ASSEMBLY PER STD. DETAIL 310. 10
PROPOSED STORM DRAIN. SEE \
SHEET SW-11.
FOUND PK NAIL
333 RENTON AVE S
ASPHALT PARCEL: SSMH -
PARKING 722140-0090 -
IV-1 70.21
GRASS CJC =162.91
6 4 ESCAPE cl� s,
� � 4
p GRASS o ,
SPHALT
SVo
ttL
27'DW1`
CORD
' 0
DRIVE
INSTALL:
1 - 8 x6" 7EE (MdxFL) W/ CONC. THRUST
BLOCK
1 - 6" GV (FLxM✓)
i - 8" GV (MJxMJ)
ME
338 RENTON AVE S
PARCEL:
722140-0445
INSTALL:
1 - 8" 114- BEND (MJxMJ) W/ CONC.
THRUST BLOCK
1 - 8" 1IYs' BEND (MJxMJ) W/ CONC.
774RUST BLOCK
INSTALL WATER MAIN UNDER
BENCHMARK 'N" NEW STORM DRAINAGE
TOP CENTER BOLT OF FIRE
HYDRANT ON THE WEST SIDE
329 RENTON AVE S OF RENTON AVE S IN FRONT
PARCEL: OF 329 RENTON AVE S 319 RENTON A E S
72214 QQ ELEVATION=170.30' PARCEL:
WATER VALVE 321 RENTON AVE S \\, , �5
'7 PARCEL:
RIM=167.50 722140-0086 \�
WATER VALVE
GRASS RIM-1 166738LWC)
GRASS
,18
2GRASS
cRA s o-RbvE'2cnNC �4• 'DRIVE
-5DWY
'i -9'DWY
330 RENTON AVE S
PARCEL:
722140-0447
v 7 SV9 SV9
.1 P' WY 1 .11 WY.
NO `-
WV
RIVED
TOP
GONG
DRIVE
GRASS
326 RENTON AVE S
PARCEL:
722140-0446
WATER NOTES. •
6Q
APPROX/MATE LOCA71ON OF EXIS77NG SANITARY SEWER
Of
3' COVER MIN/MUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEP7N. CON77?ACTOR
2Q
REMOVE EXISTING FIRE HYDRANT.
SHALL P07HOLE IN ADVANCE TO DETERMINE EXACT
LOCA77ON AND DEP7H. LOCATE WA7ER MAIN PIPE JOINT A
Q
CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
ABANDONED VALVES)
BY ENGINEER. CON7RACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.•
A
REPLACE EXIS77NG 514" WATER SERVICE W17H NEW 1' WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
-W77?1FIE0 CLAY RE-SEC77ONED W17H PVC PIPE SPOOL
SERVICES) CONNECT NEW METER SETTER AND NEW
AND FLEXIBLE FERNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
5Q
P07HOLE IN THIS LOCA7101V AHEAD OF WATER MAIN
-CONCRE7E RE-SEC71ONED WITH ROMAC SADDLE
INSTALLA7ION TO ESTABLISH LINE AND GRADE.
-PVC. RE -SECTIONED W1TH RIGID COUPLINGS OR A
ROMAC SADDLE
7Q
EXIS77NG WATERMA/N MUST REMAIN AC77VE DURING
CONSTRUC710N. INSTALL NEW WATER MAIN BELOW
EXIS71NG WATER MAIN lF NECESSARY.
DE
01-800-424-55
SHOWN
ONE -CALL RE RENCE ION LITIES Y ARE 1CONTRACTOR OR
ALL FIELD LOCATE ALL EXISTING JWILITIES A MINIMUM OF 72 HOURS
Knowwhatsbelow. PRIOR TO CONSTRUCTION.
Call before you dig.
REVISION
.4 a WM . 5 CdN
GRASS
1\\\\�\%\Xmx�w
320 RENTON AVE S
PARCEL:
722140-0450
315 REN ON AVE S 311 RENTON AV S
PA EL: PARCEL:
�1,40 0045 722140-0055
00
GRASS 1 \
'CONC
RIOE 6 ¢
GRASS GCf C°'
D -VE '&
HALT
ME Yw
e
li�Irmlhi
SDMH
RIM=140.43
IE=134.68(8"ADS E)
IE=136.03(12"CMP N)
BOT=134.68
GRASS
316 RENTON AVE S
PARCEL:
722140-0455
INS I ALL:
1 - 8" 1IY4 BEND (MJxMJ) W/
CONC. THRUST BLOCK
SURVEYED:
BRH
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AG
BY DATE APPR APPROVED:
AG
Immimmi- N -400mm--
0 20 40
1 "=20'
I
I
o I
INLET
RIM=134.23
'
I
IE=1 33.33(3"PVC
I
IE=131.93(8"CMP
BOT=131.13
I
WATER
WAR VALVE
K
z
RIM=132.34
4'`W
BENCHMARK "0"
130.69
TOP/SOU TH EASTERLY BOLT
FOR
I
METAL RAILING ON WEST
SIDE OF
�I
RENTON AVE S ACROSS
FROM 310
RENTON AVE S
_
ELEVATION=132.57'
I
_
w°
WATER 2 VALVE12
CONNECT TO EXIS77NG
8" Dl
-�
3
TW=130.
SEE SHEET W-22 FOR
FIT7ING
SCHEDULE AND DETAILS
No MONUMENT FOUND
RENTON
AVE
CALCULATED POSITION
S 9645509
I
- S 04
EN;3o
I
-
12 POD R
SDMH (DEDICATED PUBLIC RIGHT -OF WAY) 30+91.75
RIM=134.30
E=132 00(12"ADS S) SSMH I
IE=130 60(8'CMP E) SDMH RIM=118.69
RIM 121.72 COC=104.54
IE 13010 8�'CMP W IE=111 87(12'CMP S) (12-18"CONC NW & S 7 128 30�12"CMP N) _ )_ _I
SCAPE BOT=126.50 (NO OTHER PIPES
CONC 4 OBSERVED - STRUCTURE
�� DRIVE FILLED WITH WATER)
INLET
INLET RIM=134.81
RIM=140.32 IE=132.11(8"CMP W)
IE=137.87(8"ADS W) BOT=131.56
BOT=137.77
310 RENTON AVE S
PARCEL:
722140-0460
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.
SCALE:
1 =20
ONE IINCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: HARD 1988
HORIZONTAL DAD 1983/1991
DATUM
�d >} CITY OF
RENTON
Planning/Building/Public Works Dept.
- _j f _2 FDARAVE
�\W_i
RENTONAVE S
NORTH �
-31
KEY MAP
N07E• ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
7HROUGH INSTALLATION.
RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
FIELDBOOK:
PAGE
RENTON AVE S DRAWING Na:
STA. 26+00 TO STA. 29+50 W-9
SHEET : OF:
17 88
W 0024