HomeMy WebLinkAboutW-427503FUTURE WSDOT IMPROI/EMENTS TO
Q) I ^ BE CONSTRUCTED BY OTHERS
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EX. 84" SEWER MAIN
► EX. 6" WA TER MAIN / Q
OTO E ABANDONED IN PLACE 10'®/ I c I 1I
V EX. 12" WATER MAIN TO , I / / iARV
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BE ABANDONED AND
FILLED WITH COF (TYR) l = EX. 12" WATER MAIN
. 1 10-f20.79, 67.89' L T
1-45° BEND (M✓J)
9f87.83, 43.35' LT � � 1-12 CAP
v W/ CONC BL OCKING
1-45' BEND (M,/)
W/ CONC BLOCKING D ` a I / CONNECT TO EX. 12" CPR WATER MAIN i
1-12" CAP (MJ) �/ SY CITY FORCES PER STD PLAN 300.4
CONNECT TO EX. 12" 1-12 DI SPOOL
WATER MAIN BY CITY 1-12" SLEEVE (MJ�
d,. s
n . CONTRACTOR TO POTHOLE EX WATER
FORCES PER COR STD s , L MAIN TO VERIFY DEPTH AND L OCA TION
PLAN 300.4 D _ j PRIOR TO MAKING CONNECTION
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1-12 Dl SPOOL \ ,
I 1-12" SLEEVE (M✓) 10-f30. 38, 51. 71 L T
i .. 1'.. 7-72 • TEE (FL) _
REMOVE EXISTING 12"x6" CROSS AND 6" VALVES 3-12 "
GATE VA VES (FLxMJ)
AND CONNECT TO EXIST. 12" WATER
I / IW/ CONC BLOCKING -BUILDING 1
EX. 12" WATER MAIN I I d.1 G I — BEND WATER MAIN VfR77CALZ Y AS
/^ jQ„ .NECESSARY TO CROSS BELOW
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CONNECT TO EXIS77NG 12" CITY OF
RENTON WA TER BY CITY FORCES.
PER COR STD PLAN 300.4
1-12" D/ SPOOL
1-12" SLEEI/E (MJ)
CONTRACTOR TO POTHOLE EXISTING
WATER L/NE TO I/ERIFY DEPTH &
LOCA77ON PR/OR TO MAKING
CONNECT/ON
I
EX. 12" WATER MAIN
EX. 6" WA7ER MAIN
TO BE ABANDONED IN PLACE
INSTALL 12" MJ PLUG ON EXISTING 12" VALVE
(BY CITY FORCES) —
CAP AND ABANDON EXISTING 12" PIPE
1
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
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SEE SHEET C5.04
1 ST SUBMITTAL CORRECTIONS DJL
2ND SUBMITTAL CORRECTIONS DJL
95% CD'S DJL
3RD SUBMITTAL CORRECTIONS DJL
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BY I DATE
11 T11 /'D1)CC1A1/_' /TYD )
SURVEYED: SCALE:
BY OTHERS
DESIGNED:
DAN/EL ✓. LARSON, P.E.
DRAWN:
CHUCK FEML/NG ONE INCH
CHECKEDAT FULL S
/ LANE, L T. IF NOT ONEC NCH
AP P R APPROVED: SCALE ACCORDINGLY
DAN/EL ✓. LARSON, P.E.
VERnCAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
SCALE: 1" = 20'
0 10 20 40
CITY OF
RENTON
Planning/Building/Public Works Dept.
/fEYMAP
SEWER LEGEND
0
SEWER PIPE
SEWER STRUCTURE
SEWER PIPE FLOW ARROW
EX/STING SEWER PIPE
WA TER LEGEND
WATER MAIN
1,71 IHi WATER FITTING
0 F/RE HYDRANT
EX/STING WATER P/PE
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE—HALF THE
MANUFACTURERS RECOMMENDED PERMISSIBLE DEFLEC77ON.
2. ALL CONSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF RENTON STANDARD
SPEC/F/CA ]TONS.
3. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE EXISTING UTIL177ES SHALL BE
FIELD LOCATED BY RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXISTING PIPES FOR PROPER
RT77NGS AND DEPTH.
5. CONTRACTOR SHALL NO TlLITIES 24 HOURS PRIOR TO CONSTRUCTION.
PIPE AND FITTINGS
6. RESTRAINED JOINT REQ MAIN CROSSING /S LESS THAN 18" VER77CAL
SEPARATION FROM OTHER UTILITIES. ALL WATER RT77NGS AND VALVES WITH MECHANICAL
JOINT (MJ) END(S) SHALL HAVE A WEDGE —TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETF THRUST BLOCKS REQUIRED ON ALL WATER RT17NGS PER C.O.R. STD PLANS
330.1 AND 330.2.
8. WHERE NEW WATER MAIN CROSSES A NON —POTABLE PIPE, ONE FULL LENGTH OF WATER
PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT SEPARATION.
9. CONTRACTOR TO VSR/FY ELEVAT/ON OF ANY EXISTING U1TL/T/ES AT CROSSING
LOCATIONS PR/OR TO CONSTRUCT/ON AND NOTIFY ENGINEER OF ANY CONFLICTS.
.•oF • wgsy�y so CIVIL ENGINEERING
�• P `' �� LANDSCAPE ARCHITECTURE
PLANNING
o•• 21018929 '� DESIGN SURVEYING
Fss/OVAL ENG\ 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
5/26/26 S-427503 W-427503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING �'
yqi 06/09/2026
WATER UTILITY �' WASTEWATER UTILITYff IL
ABDOUL GAFOUR 06/09/2026 Mbenoit 06/03/2026 %Z;S�
KENNYDALE GA TEWA Y
1310, 1321 & 1331 NE 43RD ST, RENTON, WA 98056
WASTEW,4 TER & WATER PLAN
5115126
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