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EX 12" DI WATER M
N
r
CHEC A VE
I UTI I T
STA 1 +01.50, 7.50' LT As P
N CONNECT TO EX WATER MAIN (BY
I APPROVED WET TAP CONTRACTOR)CL I
(1) 12"X10" TAPPING TEE (FL)
STA 1 +02.00, 7.40' LT
(1) 10 GV (FLXMJ) W/
THRUST BLOCKING PER COR STD �`°
PLAN 300.1, 2/C6.2
NSTA 1+18.90, 11.61' RT
r FIRE HYDRANT
PER COR STD PLAN
310.1
Ncn
I 6»
I
4,s
RETIRE EX WATER METERS.
CUT AND CAP SERVICE TO
BE PERFORMED BY CITY
FORCES (TYP)
ss
RIM=339.6 '
CENTER OF 8" CON
CHANNEL(N&S)-331.5
1
's
REFER TO STREET
IMPROVEMENT PLAN FOR
UNDERGROUNDING OF
POWER LINES AND
FRANCHISE UTILITIES (TYP)
POC TO BE CONFIRMED W/
PSE DESIGN (TYP)
RETIRE EX WATER METERS.
CUT AND CAP SERVICE TO
BE PERFORMED BY CITY
FORCES (TYP)
CORE TAP AND CONNECT
TO EX 8" SEWER MAIN,
PER COR STD PLAN 406.1
IE 329.5f
CORE TAP AND CONNECT
TO EX 8" SEWER MAIN,
PER COR STD PLAN 406.1
IE 329.5f
I � I
D_ LL
FOUND PK NAIL
W/ FLASHER
BM #33127
CB (TYPE 1)
RIM=338.50'
IE(SE) 18" EP=334.70'
IE(E) 18" C P=334.65'
SDMH
RIM=338.14'
IE(SW) 18" CPEP=330.54'
IE(SE) 18" CPEP=330.59'
IE(NW) 18" CPEP=333.24'
/ SI
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
SSMH
RIM=338.34'
CENTER OF 12" CONC
CHANNEL(SW&E)=325.94'
IE (N) 8" PVC=328.79'
Rol
IE(W) 18" CPEP=330.99'
IE(SE) 8" CONC=334.34'
IE(E) 18" CPEP=330.99'
REVISION
SURVEYED:
DESIGNED: HS
DRAWN: HS
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
wv
wv EX FIRE
HYDRANT
Ld
N
wv
o CO
CB T-1
/z RIM (SOLID)=344.07
12" PVC (N)=340.82'
I 12" CONC (S)=340.82'
EX 12" DI WATER MAIN
STA 3+98.01, 4.60' LT
CONNECT TO EX WATER MAIN (BY
APPROVED WET TAP CONTRACTOR)
(1) 12"X10" TAPPING TEE (FL)
STA 3+97.51, 4.60' LT
(1) 10 GV (FLXMJ) W/
THRUST BLOCKING PER COR STD
PLAN 300.1, 2/C6.2
6B1 T-1
RIM (SO ID)=341.60
12" PVC (S)=337.25'
12" CON (N)=337.15'
.)CO
I
CB (TYPE 1)
IM-340.52'
E(E) 12" CPEP=337.12'
3 (
FYPE 1)
M=
340.08'
(
) 12" CPEP=337.08'
(
) 12" PVC=337.08'
(
12" PVC=336.98'
CB
(TYPE 1-SOLID)
RIM=340.97'
IE
(N) 12" PVC=336.87'
IE
(S) 18" CPEP=336.42'
FOUND MON IN CASE
S-R-ASS DISK
D:WN. 0.6'
1988
1 a=20' HORIZONTAL, TAL, NAD AL,NAVD1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CB (TYPE 1-SOLID)
RIM=339.58'
IE (N) 18" CPEP=335.53'
IE (W) 18" CPEP=335.43'
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
DATUM
NAVD 88
LEGEND
_--o LUMINAIRE PER ELECTRICAL PLANS
DCVA (<2")(D-
3 4FIRE HYRANT C6. C6.�
DOMESTIC WATER 5
SERVICE METER C6.
6
z WATER VALVE C6.
POST INDICATOR VALVE
FIRE DEPT CONNECTION
7
® CONC THRUST BLOCKING HORIZ
WATER/FIRE SERVICE C6.
EX WATER/FIRE SERVICE
1
- - - SANITARY SIDE SEWER C6.
CLEANOUT 6
C6.
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER
NOTES, AND GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS
AND REQUIREMENTS.
3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CITY OF RENTON STANDARD 406.2.
4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES.
5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE
SERVICE METER AND FIRE SERVICE, BACKFLOW PREVENTOR AND FDC
LINES PRIOR TO CONSTRUCTION.
6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR
SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE
STATE OF WASHINGTON WAC 212-80-043(9). A STATE OF WASHINGTON LEVEL U
UNDERGROUND CONTRACTOR SHALL PERFORM THE INSTALLATION OF THE
UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC 212-80-043(2).
7. ALL PRESSURE REDUCING VALVES FOR DOMESTIC WATER SERVICES ARE LOCATED
IN THEIR RESPECTIVE BUILDINGS.
8. WATER PIPE TO BE CLASS 52 DUCTILE IRON PIPE W/ POLYETHYLENE
ENCASEMENT. WATER LINES SMALLER THAN <2" TO BE COPPER. SEWER PIPE TO
BE PVC ASTM 3034 SDR 35.
W,
LJ
S-412703 W-412703 R-412711
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
UTILITY PLAN
10/5/20
PAGE:
DRAWING NO:
C4.1
SHEET: OF:
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