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REVISION
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12" DI WATER MAIN
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PROPOSED ROW
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BY I APP'D I DATE
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1-FH (STA. 16+42.02, 51.95' LT)
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22.65' LT)
1-12" GATE VALVE, FLxMJ
50 35 1-6" GATE VALVE, FLxMJ
1- 12" FLxMJ ADAPTOR
30 LF 6" DUCTILE IRON PIPE
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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
s� RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
41 /E<NE 4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
/E(s% FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SDMN V GAS END CAP I Top SIGNAL, ELECTRICAL, LIGHTING,AND INTERCONNECT E IPMENT
S GQU
/ P,p SUA/ N28.�/, Dc STgE�SPPEN2E INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
E(E),2 NOT t, sIZE PROPOSED ROW l e T2 /E E)�sTq 5. ALL UTILITY STRUCTURES MANHOLES, CLEANOUTS, JUNCTION
so 6" cMp \ lE< ),23 0'' 6 2�Mp' IETw) 232 BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
p\23 0' SD sop 6" cMp 2 °p OF WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
6� 45 o.s 0 NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
C.
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DI WATE MAIN
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BRUSH P
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• 27 50
WATER AND SANITARY SEWER NOTES
JB
• sDCE Q INSTALL NEW 12" DUCTILE IRON WATER MAIN. DEFLECT WATER MAIN AROUND CURVE TO
To(s),24�1RIA4 2S e MAXIMUM OF J MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. SEE PROFILE A ON
Op sED 8 Rcp 3 DWG 1 UP.01.
SDCE 23.9,
1EM), T, Rip, Q2 CITY OF RENTON TO INSTALL AND CONNECT TO EXISTING WATER MAIN AFTER SUCCESSFUL
24' 8"Rcp 2S'8j' PRESSURE TEST, POLYPIGGING, AND DISINFECTION PER SECTION 5-14.2 OF THE CITY OF
Top Op - °F sED e RCP RENTON WATER UTILITY CONSTRUCTION STANDARDS. CONCRETE BLOCKINGS PER CITY OF
23'g' RENTON STD PLAN 330.1. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION, SHORING,
BACKFILL AND FINAL ROADWAY RESTORATION.
29 50
Q3 INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. CONCRETE
BLOCKING PER CITY OF RENTON STD PLAN 330.1.
Q6 INSTALL POLYPIG STATION PER CITY OF RENTON STD PLAN 300.7. CONCRETE BLOCKING PER
CITY OF RENTON STD PLAN 330.1.
Qg ABANDON EXISTING WATER MAIN IN PLACE WITH INSTALLATION OF CDF FILL PER CITY OF
RENTON STANDARDS. INSTALL MJ CAP ON EACH END.
11 REMOVE EXISTING VALVE BOX PER WATER NOTE 27 ON DWG 1 UT.OA
12 REMOVE EXISTING 12" DI WATER MAIN AS NEEDED. OTHERWISE ABANDON PER NOTE 9.
13 REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY.
7
(425) 453-5000
1100 112TH AVE NE, SUITE 500
COBELLEVUE, WA 98004
WASTEWATER UTILITY �' WATER UTILITY
jjstowell 08/29/2024 JValdez 09/05/2024
T&T
28 50T=
• ' ' ' ' ' ' 6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
•
G G ~ TRANSMISSION LINES.
25 G PARK NG 7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
P - - _ - - - - - - - 7 ZONE.
---,- - - w UTILITY NOTES
c c
T (n 20 ADJUST EXISTING MANHOLE TO GRADE
T TGRASS
OHP W 23 RELOCATE UTILITY POLE (BY PSE)
OHP OHS HP � G RELOCATE VAULT (BY OTHERS)
60 P 45 1 25 RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
OH20 1 _ 9 26 RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
P - _ _ O
OHP +00 HP 0 27 EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
- - 47 OHP� + O 28 EXISTING UNDERGROUND TELECOM CONDUIT
OHP �
OHPEXISTING UNDERGROUND GAS MAIN (PSE)
Cy, 40 ADJUST GAS VALVE (BY PSE)
12 41 RELOCATE GAS MAIN (BY PSE)
"j 42 RELOCATE GAS MARKER (BY PSE)
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P J 44 RELOCATE UTILITY RISER (BY OTHERS)
CONIC
- ------ BRUSH = 45 REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
- - U AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
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OF 47 RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
�C. 9 MwE
dAT MA /EDGE rl 48 ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
7-op �EOP- S3_D 8 Rcf-) stop G ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
SED, RCp
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PROTECT EXISTING FEATURE IN PLACE
GRELOCATE
TRANSFORMER (BY PSE)
57
RELOCATE MANHOLE (BY OTHERS)
17
REMOVE WATER VALVE AND ABANDON MANHOLE PER SPECIFICATIONS.
58
RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
18
DEFLECT WATER MAIN UNDER EXISTING STORM DRAIN WITH 18" VERTICAL
G
ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
SEPARATION AND 22 LINEAR FEET OF 24" STEEL CASING PER CITY OF RENTON STD
60
REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
PLAN 300.8. MAXIMUM DEFLECTION OF WATER MAIN TO4MANUFACTURERS
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
RECOMMENDED MAXIMUM DEFLECTION.
20
SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR IRRIGATION RESTORATION
61
CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
REQUIREMENTS.
25
DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE.
35
SHORE WATER MAIN TRENCH IN ACCORDANCE WITH PSE REQUIREMENTS FOR
PROTECTION OF STEEL POWER POLE.
DESIGNED:
APPROVED:
I. VANBLANKENSTEIN
G. FRANCO
DRAWN:
A. ZEA
CHECKED:
PROJECT NO:
P.TISSELL
E00566E18
CHECKED:
CONTRACT NO:
K. CHANG YUEN
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0' 20' 40'
DEVELOPMENT ENGINEERING
ff%I IL
Michael Sippo 09/11 /2024 SCALE: 1" = 20'
S-421411 W-421411
METRO TRANSIT CAPITAL DIVISION DATE:
LIM RAPIDRIDE I LINE JUNE2024
King County
RENTON SEGMENT DRAWING NO:
MET UTILITY PLAN 1 UT.02
GRA 14+00 TO GRA 19+00 SHEET NO: OF
193 473