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STA. 20+01.69, 43.03' LT
T STA. 19+99.16, 43.82' LT
I\24 p" 8'?-30' SID
7
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1- 1 Z" GATE VALVE (STA. 21 +80.06, 53.25' LT)
SEE PROFILE K ON DWG 1UP.02
\AIATFR Ar\in .qAr\IITARY CF1I11FR NIOTFC
U INSTALL NEW 12" DUCTILE IRON WATER MAIN. DEFLECT WATER MAIN AROUND CURVE TO
MAXIMUM OF MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. SEE PROFILE A ON
DWG 1 UP.01.
Q3 INSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. CONCRETE
BLOCKING PER CITY OF RENTON STD PLAN 330.1.
Q4 INSTALL 1" WATER SERVICE PER CITY OF RENTON STD PLAN 320.1. TAP LOCATION AT WATER
MAIN AS INDICATED. METER BOX LOCATION AS SPECIFIED. CONNECT TO EXISTING PRIVATE
WATER SERVICE LINE.
Q5 INSTALL 1-1/2" WATER SERVICE BEHIND SIDEWALK PER CITY OF RENTON STD PLAN 320.3. TAP
LOCATION AT WATER MAIN AS INDICATED. METER BOX LOCATION AS SPECIFIED. CONNECT TO
EXISTING PRIVATE WATER SERVICE LINE.
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 GENERAL NOTE 27 ON DWG 1UT.OA
12 REMOVE EXISTING 12" DI WATER MAIN AS NEEDED. OTHERWISE ABANDON PER NOTE 9.
13 REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY.
AD -READY SUBMITTAL ON
(425) 453-5000
1100 112TH AVE NE, SUITE 500
.,JacobsBELLEVUE, WA 98004
WASTEWATER UTILITY WATER UTILITY
REVISION BY APP'D DATE jstowell 08/29/2024 UIJValdez 09/05/2024 (D
A l„ r,o -).1 UnpI= cANITARY SEWER FORCE MAIN
17
RIM
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14 UPON COMPLETION OF NEW WATER SERVICE INSTALLATION, REMOVE EXISTING
WATER METER BOX AND ABANDON EXISTING WATER SERVICE LINE.
15 RELOCATE EXISTING FIRE DEPARTMENT CONNECTION. A SEPARATE FIRE
SPRINKLER PERMIT IS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY.
16 INSTALL 8-INCH WATER MAIN CONNECTION AND CONCRETE BLOCKING PER CITY
OF RENTON STD PLAN 330.1. INSTALL UNDER PROPOSED DI STORM DRAIN WITH 181,
VERTICAL SEPARATION. VERIFY EXISTING AND CONNECT TO EXISTING 8" DI WATER
SERVICE WITH 8" MJ SLEEVE. SEE PROFILE I ON DWG 1 UP.02.
17 REMOVE WATER VALVE AND ABANDON MANHOLE PER SPECIFICATIONS.
18 DEFLECT WATER MAIN UNDER EXISTING STORM DRAIN WITH 18" VERTICAL
SEPARATION AND 22 LINEAR FEET OF 24" STEEL CASING PER CITY OF RENTON STD
PLAN 300.8. MAXIMUM DEFLECTION OF WATER MAIN TO z MANUFACTURER'S
RECOMMENDED MAXIMUM DEFLECTION.
20 SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR IRRIGATION RESTORATION
REQUIREMENTS.
21 INSTALL NEW 1-1/2" HDPE SDR 21 SANITARY SEWER FORCE MAIN. SEE PROFILE K
ON DWG 1 UP.02.
22 INSTALL 1-1/2" GATE VALVE WITH HDPE FUSIBLE ENDS AND REDUCER.
23 VERIFY EXISTING AND CONNECT TO EXISTING 1-1/2" PE SDR-PRESSURE RATED
TUBE WITH MECHANICAL COMPRESSION COUPLING.
25 DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE.
26 ADJUST WATER MANHOLE TO FINISHED GRADE.
DESIGNED:
I. VANBLANKENSTEIN
DRAWN:
A. ZEA
CHECKED:
P. TISSELL
CHECKED:
K. CHANG YUEN
APPROVED:
G.FRANCO
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
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
ZONE.
UTILITY NOTES
�
20
ADJUST EXISTING MANHOLE TO GRADE
=
23
RELOCATE UTILITY POLE (BY PSE)
24
RELOCATE VAULT (BY OTHERS)
O
W
W
25
RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
O
V '
26
RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
rm
N
27
EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
Lq-
0
0
28
EXISTING UNDERGROUND TELECOM CONDUIT
+
D29
EXISTING UNDERGROUND GAS MAIN (PSE)
N
40
ADJUST GAS VALVE (BY PSE)
Q
D41
RELOCATE GAS MAIN (BY PSE)
42
RELOCATE GAS MARKER (BY PSE)
Lj
44
RELOCATE UTILITY RISER (BY OTHERS)
Z
45
REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
J
AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
=47
RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
U
Q
G
ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
s
n49
ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
�rNw 50 PROTECT EXISTING FEATURE IN PLACE
• G RELOCATE TRANSFORMER (BY PSE)
• • 57 RELOCATE MANHOLE (BY OTHERS)
58 RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
59 ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
60 REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
0' 20' 40'
DEVELOPMENT ENGINEERINGIL
SCALE: 1" = 20' Michael Sippo 09/11/2024 %j
King County
PROJECT NO:
E00566E18 METRO
CONTRACT NO:
CXXXXXXXX
S-421412
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
UTILITY PLAN
G RA 19+00 TO G RA 24+00
W-421412
DATE:
JUNE 2024
DRAWING NO:
1 UT.03
SHEET NO: OF
194 473