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GENERAL NOTES
1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
2. FOR STORMWATER IMPROVEMENTS SEE GRADING AND DRAINAGE
PLANS.
3. WHERE FRANCHISE UTILITIES ARE TO BE ADJUSTED, REMOVED, OR
RELOCATED, WORK SHOULD BE COORDINATED WITH EACH UTILITY.
UTILITY NOTES
60% TO BE SUBMITTED AT A LATER DATE iO REMOVE EXISTING HYDRANT OR STAND PIPE
O2 REMOVE EXISTING METER
<1N)=3)?M�,36 cPc O ADJUST EXISTING VAULT
suMP=3>24' IE' O4 INSTALL WATER METER
SDCg Rim riSUMP=366,3'
377.81
EN=m3 4 12 cua Noo 0 rz PIPESo.]4 JUST EXISTING METER
ssMH Tz RIM .m tz"cMP VlslgnE PIPES
1+T=,p ^^5 INSTALL HYDRANT ASSEMBLY
IE(NE)-361 ICON BUMP=3] SUMP=369J' � CUP TRONHLINE IE(E)=3]� �
IEMW}3T612' B CONC I 22' IE(w} 3]
_ BSMH T2 RIM=3]0 O IE(B)=360.6' 1 CONC I SDCa T1
IE(N)=363 .69' 2'CON
\�(( IE(BE)=363.> 6p0C IE(B)=3aq e1A112, 33' O7 ADJUST EXISTING VALVE BOX
12 6'PVC CK ®;IQV TOP BED=383,]•cup
O ADJUST EXISTING HANDHOLE OR MANHOLE
RT
IS 20 DI(SE)=365.aa' O �SIM� m —
\ S M3 LT M MV G REMOVE EXISTING VAULT
Q _
No PAR Soc _ O REMOVE UTILITY POLE (BY PSE)
STOP O 00 °000
) s 0p0 O 02c5c OppOQ A° O o Op P — _ 23 RELOCATE UTILITY POLE (BY PSE)
3B v C c�,S Is� 0 SD Oho. 0 VVOgn„o0- 2168 2169 p�Op pS MULCpO 00 �q) RELOCATE EXISTING VAULT
eo o ?Y/
0 2 orvc ocarvc 3 �p 000 L7 00 5 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
_ CONc O
d d BUS STOP TRASH CAN AHEAD
STOP RELOCATE HANDHOLE OR MANHOLE
PEED LIMIT
— — — \ 3= C' MONITOR 27 UNDERGROUND ELECTRICAL SERVICE (BY ESE)
W
T E zt 28 UNDERGROUND TELECOM SERVICE
O STORM D
x 6^_4A urv" WN O UNDERGROUND GAS SERVICE
O G NO
Ja'_99' MwEL pHT4OOLE W
MMMU 5144P40wN 1�soo`ca Tt RIM=3s1,66, LO INSTALL 463-LA SERVICE VAULT
BDMH 3 "_z 52#IM)=388.6' 12" 0=364 RIM=36)33 IN2, 1X1.5 -� M')•444 V864' 21CONC
12'
r IE00-364.3 12^ CUP 4 P �C4AR-LINE- — o I 40 ADJUST GAS VALVE (BY FEE)
W CHIP O BUMp=3 CMP BENCH SH CAN T T T T T T =38>.8'
_ 48 G G G G G PHOTO ENFORCEDO O PROTECT EXISTING FEATURE IN PLACE
BHP T SD CONC _
T22gO-
pRIGATIONGSD
IXrGS 1.0CHID o
SD o 65 62 _ LEGEND
T sD � / O �
T w c eLo BUS SHELTER GRASS © 8 a^RK 34. GRASS as S SD 3el U B1 EXISTING WATER METER
O ii - RASS _ _ _ _ So SD I CONNECTS O EXISTING WATER METER
0 T M 1 T - ti^ WEN — O - BUMPD SOCK i1 I CULVER W + _ 0O0 Ooo00 coNc o IE RIM=3e6.64 z —`AI— EXISTING WATER LINE
lE RA4 EKED BARK O O IE _ a"
12SCMP J
d{ O O O 000 (� �O ,z �p�� 3 (N)=383
(� H23 MEYER O BOO (-]-F�Ya1-TJ^J� ASPH IF (�383.5 112••Cop
83- Q _T (DOWN O 06 1 `f v' / i'liC,J/O' (w) SUMP=3a1MP PC K Ir = -5 EXISTING SEWER LINE
>I E o sDcO _ .a (..) — G — EXISTING GAS LINE
OCK WALL PUfIER V IE(E)=3863 im 389.88' IF 12' CULVERT
`- 4 METAL I )-385.9' (NE)=389.53- qtc it EXISTING FIRE HYDRANT
HANDRAIL EAS1NG PMETAL IE(W- 12"CPP CPp p{ BUILDING 12.1
3�BARK Q HANDRAIL.W SOCB 71 BUMP-
W O \J J ND O p m/ CONC BENCH O IE(SE)331>2`68 PVC12- CUP 849' P EXISTING GATE VALVE
p SSMH GRFgSE TRAP POTHOLE ASPHALT P I SUMP 3J]'? 12 FOR CON CONIC WpyL TOP STAND SOMH T2 RR4= ®MWEL MONITORING WELL V
J G`� y 42
OBARK \ IE(N)=J569'M 166]08' No OR ATcu 3I55' CONNECTS TO BERVICE IE(E)=390] 12BCMp
O6. O p 5.n Z E(w)=35BJ' 10'xnP IE(W)=389.ST t12' CPRY CPR N GATE VALVE
U
SUMP=366.0' A FIRE HYDRANT
84RK � N
m`\ N. ■ WATER METER
n THRUSTBLOCK
• RECOMMENDED POTHOLE LOCATIO
ce.ls'
RECOMMENDED POTHOLE N
L ATIO
1 POWER
2TELECOM 0' 20' 40'
ATER LINE
4G
4GAS SERVICE
5STORM DRAIN
6SANITARY SEWER LINE SCALE: 1"=40'
o ce6ICNED. APPROVED. METRO TRANSIT CAPITAL DIVISION DATE.
60 �O SUBMITTAL Jacobs DRUM
P. NOVEMBER 2021
DEN RAPIDRIDE 1 LINE
King County
(EHISN D: PROJEmxO: RENTON SEGMENT DRAvnNBNO:
m EOOEBBEIB METRO UTILITY PLAN 1 C7.18
ND. RE: SIGN Br APwO oATE NHECIED: CONTRACTN°. CAR 47+50 TO CAR 52+50 6HEr:TND: Of
METROPRWECTENGINEER CX%XI((%%%X 281 XXXX
W-421419
S-421419
R-4214281