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�• 6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
TRANSMISSION LINES.
T 7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
T T P T Slop T VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
T T ZONE.
Q ti� T T W UTILITY NOTES
S T
° \ L/) 20 ADJUST EXISTING MANHOLE TO GRADE
0
D RELOCATE UTILITY POLE (BY PSE)
28 50 G RELOCATE VAULT (BY OTHERS)
n RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
G oy 26 RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
A
G EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
G 0
SD SD G 28 EXISTING UNDERGROUND TELECOM CONDUIT
G US �
G 29 EXISTING UNDERGROUND GAS MAIN (PSE)
G / G ADJUST GAS VALVE (BY PSE)
D6O 10 Q 41 RELOCATE GAS MAIN (BY PSE)
RELOCATE GAS MARKER (BY PSE)
Q .. ? 44 RELOCATE UTILITY RISER (BY OTHERS)
FIRE LA ' � J
45 REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
20 �`'� 50 z PA H� F I AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
O KIN
13 "e \���° �c°°�� Q p EX ROW ' ' i� 47 RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
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42 '� '��(v 48 ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
o� `�'Q �P °� 0 ° � /�' 49 ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS)
//'o PROPOSED R W Q Q Nv ae �o ' O o z � ,;°
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50 PROTECT EXISTING FEATURE IN PLACE
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45 Q C �a e�� 56 RELOCATE TRANSFORMER (BY PSE)
"�z RELOCATE MANHOLE (BY OTHERS)
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WATER AND SANITARY SEWER NOTES
4� GRELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
,� ����� �� �oo� Q INSTALL NEW 12" DUCTILE IRON WATER MAIN. DEFLECT WATER MAIN AROUND CURVE TO 17 REMOVE WATER VALVE AND ABANDON MANHOLE PER SPECIFICATIONS.
MAXIMUM OF z MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. SEE PROFILE A ON 59 ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
DWG 1UP.01. 20 SEE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR IRRIGATION RESTORATION
REQUIREMENTS. UO REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
QINSTALL NEW FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. CONCRETE WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
BLOCKING PER CITY OF RENTON STD PLAN 330.1. 21 INSTALL NEW 1-1/2" HDPE SDR 21 SANITARY SEWER FORCE MAIN. SEE PROFILE K
ON DWG 1 UP.02. 61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
QINSTALL POLYPIG STATION PER CITY OF RENTON STD PLAN 300.5. CONCRETE BLOCKING PER 24 REMOVE EXISTING FORCE MAIN CONNECTION AND CONNECT NEW FORCE MAIN TO COORDINATE RELOCATION OR ABANDONMENT WITH OWNER.
CITY OF RENTON STD PLAN 330.1. EXISTING SANITARY SEWER MANHOLE WITH KOR-N-SEAL 1 106 SERIES BOOT
CITY OF RENTON TO ABANDON WATER MAIN WITH MJ PLUG ON EXISTING 12"X12" TEE. CONNECTOR PER DETAIL 1 ON DWG 1 UP.02.
CONCRETE BLOCKING PER CITY OF RENTON STD PLAN 330.1. CONTRACTOR TO PROVIDE ALL 25 DRAIN AND ABANDON EXISTING SANITARY SEWER FORCE MAIN IN PLACE.
MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY RESTORATION.
Q9 ABANDON EXISTING WATER MAIN IN PLACE WITH INSTALLATION OF CDF FILL PER CITY OF 26 ADJUST WATER MANHOLE TO FINISHED GRADE AND REPLACE EXISTING VENTED
RENTON STANDARDS. INSTALL MJ CAP ON EACH END. GRATE WITH SKID RESISTANT SOLID MANHOLE COVER. SEE DETAIL ON DWG
1 UD.01.
10 CONNECT TO CITY OF RENTON WATER MAIN WITH 24"X12" TAPPING TEE AND 12" TAPPING GATE 27 INSTALL NEW FIRE HYDRANT ASSEMBLY AND CONNECT TO EXISTING 6" GATE
VALVE PER CITY OF RENTON STD PLAN 300.6. CONCRETE BLOCKING PER CITY OF RENTON STD
PLAN 330.1. CITY OF RENTON TO INSTALL FINAL CONNECTION AFTER SUCCESSFUL PRESSURE VALVE PER CITY OF RENTON STD PLAN 310.1.
TEST, POLYPIGGING, AND DISINFECTION PER CITY OF RENTON STD PLAN 300.6. CONTRACTOR TO
PROVIDE ALL MATERIALS, EXCAVATION, SHORING, BACKFILL AND FINAL ROADWAY
RESTORATION.
12 REMOVE EXISTING 12" DI WATER MAIN AS NEEDED. OTHERWISE ABANDON PER NOTE 9.
13 REMOVE AND SALVAGE EXISTING FIRE HYDRANT ASSEMBLY.
(425) 453-5000
1100 112TH AVE NE, SUITE 500
BELLEVUE, WA 98004
WASTEWATER UTILITY 0 WATER UTILITY
BY APP'D DATE jstowell 08/29/2024 4 JValdez 09/05/2024 ''
GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
ZQ z \\ 2. FOR STORMWATER IMPROVEMENTS SEE DRAINAGE PLANS.
/° rJ�O`" ° \, ° 2c'• 3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHALL BE COORDINATED WITH EACH UTILITY.
PROPOSED ROW ' o \
�o % 4. SEE SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT PLANS
o Boa\\ FOR ADJUSTMENTS, REMOVALS, AND RELOCATIONS OF EXISTING
.. . • Q SIGNAL, ELECTRICAL, LIGHTING, AND INTERCONNECT EQUIPMENT
27 50' O \ P INCLUDING CABINETS, JUNCTION BOXES, AND SIGNAL POLES.
p _ _ Q P — — 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
T T ° °� � � NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
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DESIGNED:
APPROVED:
I. VANBLANKENSTEIN
G. FRANCO
DRAWN:
A. ZEA
CHECKED:
PROJECT NO:
P.TISSELL
E00566E18
CHECKED:
CONTRACT NO:
K. CHANG YUEN
Cxxxxxxxx
0' 20' 40'
DEVELOPMENT ENGINEERING
Michael Sippo 09/11 /2024 ALE: 1" = 20'
S-421413 W-421413
METRO TRANSIT CAPITAL DIVISION DATE:
LIM RAPIDRIDE I LINE JUNE2024
King County
RENTON SEGMENT DRAWING NO:
MET UTILITY PLAN 1 UT.04
G RA 24+00 TO TAL-B 14+00 SHEET NO: OF
195 473