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809 JONES AVE S 7+42.8. 1311'
PARCEL: 1 - 2" GV
329470-0442 2 - 90'
1 - 2" WATER SERVICE
EASE 805 JONES A;E S WATER VALVE
ESCAPE PARCEL: RI NI=382.02
GRASS 4 332299470-0 50 TW-=380.92
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RIM=382.39
RI
E=381.19(811CONC N)
BOT=379.99
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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.
8+37.4
STA. 8+373, 14.3'LT JONES AVE S
1 - 8" GV (MJxM✓)
1
W17
-
LSCAPE
r
c�
10"DEC
'r -D�ONU
� � CLF
DR VE:
I WOOD
� BARRICADE
L9
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GO I
3.5' TALLY CB TYPE
LOCKED RIM=380.42
ELECTRICAL IE=378.32(8"CONC S)
CABINET IE=378.22(8"CONC N)
BOT=377.32
ASPHALT N
Q
C9
1
RUBBER TURF
BASKETBALL
COURT
WATER NO7ES-
Af
APPROX/MATE LOCA77ON OF EXIS77NG SANITARY SEWER
01
3' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEPTH. CONTRACTOR
2Q
REMOVE EXIS77NG FIRE HYDRANT.
SHALL P07HOLE IN ADVANCE TO DETERMINE EXACT
LOCA77ON 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'
REPLACE EXIS77NG 314 WATER SERVICE WITH NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
-W77?IRED CLAY RE -SECTIONED 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 7HIS LOCA77ON AHEAD OF WATER MAIN
-CONCRETE RE-SEC770NED WITH ROMAC SADDLE
INSTALLA7701V TO ESTABLISH LINE AND GRADE.
-PVC. RE-SEC110NED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
Q7
EXIS77NG IIII A/N MUST REMAIN AC77VE DURING
CONSTRUC770N. INSTALL NEW WATER MAIN BELOW
EXIS77NG WATER MAIN IF NECESSARY.
P
91-800-424-55
RE SHOWN
ONE —CALL RE RENCE ILITIES ONY ACONTRACTOR OR
ALL FIELD LOCATE ALL EXISTING
MILITIES A MINIMUM OF 72 HOURS
Knowwhatsbelow. PRIOR TO CONSTRUCTION.
Call before you dig.
ORIGINAL PLANS STAMPED Ott:
AN R Y3NYGANYGANDT ON:6/19/17
801 JONES AVE S
PARCEL:
329470-0452
EAVE
d�Q
CLF ON CLF ON
CRW CR
Q LSCAPE 4
cRAV dl E W —
BE ABANDONED)
JONES AVE S
(DEDICATED PUBLIC RIGHT -OF WAY)
9+00
�—
719 JONES AVE S
PARCEL:
329470-0461
PAVE
CONE ESCAPE
DRIVE
12"HOLLY 84"CON 4
.. LSCAPE
11E ° c
NO
3 DWY
so SAS - SAS —
CB TYPE I J
RIM=377.11
IE=375.01(8"CONC E)
IE=374.91(8"CONC S)
aIE=374.71(8"CONC N)
Lr BOT=373.81
G9 LO
lmmmIN�
0 20 40
1 "=20'
11+36.8, 24.5L
STA. +izC���7�r JONES AVE S 19
CONNECT TO EXISTING 8" DI
1 - FH ASSEMBLY PER STD. DETAIL SEE SHEET W-24 FOR FITTING
310.10 CHEDULE AND DETAILS
715 JONES AVE S BENCHMARK "C"
PARCEL: NORTHERLY TOP BOLT OF FIRE
329470-0460 HYDR T AT THE SOUTHWEST CORNER
0 7TH ST AND JONES AVE S
ELEVATION=375.30'
CAPE
CONC O
DRIVE_ yA
316"DEC O2"C
= LSCAPE 4 EoSC
° DRIVE
9 DWI' .. Y 4'Cw
fluo
6 W P
ASPHALT
i e r�ria
11+37, 16.7'LT
STA. 11 ' '6 ' ' ` ''' r ✓ONES AVE S
INSTALL: sE"
1 - 8"x6" TEE (M✓xFL)
1 - 6" GV (FLxMJ)
"PHILIP ARNOLD PARK,"
"CITY OF PENTON" &
"720 JONES AVE S" IL
r"V lr/VLC /r1/J LVL M //VIY M(7cMV Ur
STA. 7+41.9 14fLT JONES AVE S NEW WATER MAIN INSTALLATION TO CONNECT EX." SERVICE TO NEW
POTHOLE THIS LOCATION AHEAD OF AVOID DAMAGE TO EXISTING 6" WATER MAIN.
NEW WATER MAIN INSTALLA77ON TO �yq 1ER LINE.
AVOID DAMAGE TO EXIS77NG 1" WATER
SERVICE.
1 ,99 p _ 5 — —
VV o ° VV E p
°o ° °p. °
EX. 6 W EXX, 6 W
7+77.5, 12.9'LT(WV)
STA. -7+-75-O.-14'=LT JONES A VE S
INSTALL:
1 - 87x6" 7EE (MJxFL) W/ CONC.
7HRUST BLOCK
2 - 6" SPOOL
1 - 6 "GV (FLxMJ)
1 - 6" 2,W2 BEND (MJxMJ) W/ CONC.
774RUST BLOCK
REVISION
cns 2-0"PG
2" GV
— GAS GAS G!�,
L'PE IP
7ES77NG DETAIL COIVNEC77ON DETAIL
1 STA, 7+79.7. 14'—+ JONES AVE S.
W17 CONNECT TO EX. 6" DI
SURVEYED:
BRH
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AW, AG
BY DATE APPR APPROVED:
AG
SCALE:
1'°=20'
ONE INCH
AT FILL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
HORIZONTAL. NNOVD s1988 1
All R
CITY OT
RENTON
DATUM
Planning/Building/Public Works Dept.
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FOUND 1-1/2" BRA®
DISK
WITH SCRIBED "X"
[OWN 0,60'
IN MONUMENT IN CASE
m m W
N: 175877.1700
E: 1303337.4700
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CPA 0
1 — 6" 202 BEND (MJxA•IJ) W/ CONC.
774RUST BLOCK
1 — 6" SPOOL
1 — 6" SLEEVE
SHACKLE BEND TO 8"x6" TEE
NOTE. ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLA RON.
DATE:
RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
FIELDBOOK:
PAGE
JONES AVE S DRAWING Na:
STA. 6+50 TO STA. 11+50 W-17
SHEET : OF:
25 88
WI 10131BI214