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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
OREMOVE EXISTING HYDRANT OR STAND PIPE
O2 REMOVE EXISTING METER
OADJUST EXISTING VAULT
OINSTALL WATER METER
y O INSTALL HYDRANT ASSEMBLY
OADJUST EXISTING METER
OADJUST EXISTING VALVE BOX
BONN RIM=31.59' 20 ADJUST EXISTING HANDHOLE OR MANHOLE
IE(W)=27-3' 6RCP
IE(E)=27.2' 12-RCP N (D REMOVE EXISTING VAULT
IE(NE)-25.612"RCP y O
IE(S)-22.5' 12'RCP
SDCB RIM=31.25' TOP of SED-226' H 22 REMOVE UTILITY POLE (BY PSE)
IE(SE)=28.1' 6'RCP SSMH RIM=32.17'
SUMP=27-9' IE(W)-21.4- B"PVC
ENTER ONLY IE(S)-20.a' 24101 23 RELOCATE UTILITY POLE (BY PSE)
IE(E)=204' 15'DI SDMH T2 RIM-3224
ASPH ®Icy SSMH RIM-32.02' ROW = 6" RCP Lv 24 RELOCATE EXISTING VAULT
® G S t7 IE(W)-20.4' 15' RCP IE(N)=28A 6" RCP w
ASPH 6' OLF IE(E)-20 . 15. BOB IE(E)-28.1' 12: RCP
coluc i Rass IE(N)=m.P 12- RCP 2 26 RELOCATE EXISTING JUNCTION BOX OR SERVICE CABINET
-SUMP=280' SDMH T2 RIM=3 N -( 8
P
IE(E)=xa.3' 19 L(J 26 RELOCATE HANDHOLE OR MANHOLE
SD fT
5s—ss Ss -ss S s N 27 UNDERGROUND ELECTRICAL SERVICE (BY PSE)
_ TOP aF 55-Ls SS — S SD28 UNDERGROUND TELECOM SERVICE
2j+000S 2ND ST o - - - W W _ - _ O O UNDERGROUND GAS SERVICE
a.. 0AD- TRASH BIN 19+00 (2ND-LINE) 18+00 16 + O INSTALL 463-LA SERVICE VAULT
2037 GRASS 00 NOT ENTER (0
GRASS 40' 38" 40" 32" BICV
_ 0zo3a Ozo3s 0zo3s 038' 030. 0zoz9 ae� 50 � 40 ADJUST GAS VALVE (BY PSE)
Oo NOT ENTER 36
`\ o ue Z O PROTECT EXISTING FEATURE IN PLACE
TOP OF MONUMENT CASE y
N
VUMENT CASE ASPH EJD 28 50 w
ASPH
W w
4ED O W J LEGEND
ST 5D SDD 2P SD PH ES EXISTING WATER METER
16" P 10 CO R
® � O EXISTING WATER METER
SDMH T2 RIM=31.74' ewo� -z - 0 Q - W - EXISTING WATER LINE
IE(SE)-29.2' 8"HDPE \ SDCB TI RIM-31.93' — ST
IE(E)=257' 12141 �5 B T1 IE(E)=29.9' 6-RCP i 2] rj0
IE(N)=22r 12-CPP NEWsTg1 ORE ROW suMP=2e a' F O -5- EXISTING SEWER LINE
IE(S)=22.6' 12-CPP g IE(Nw)=B'IIDRE\ lopSUMP-207 \ \ ] -G- EXISTING GAS LINE
IS S \ \ SDCB IT RIM=322Y FIRE HYDRANT :00'
IE(W)=29.6' 6"RCP E(W)=29 e' 6-RCP R EXISTING FIRE HYDRANT
\ OS. ` S \ \ IE(E)-29.5' 6-RCP SUMP=28.1'
5O FIRE HYDRANT \S \ \ \ IE(N)-z9.a' 6RON EXISTING GATE VALVE
SUMP =28.1'
\ \ ®MwEE MONITORING WELL
„ \ NO PARKING C
] 5 \ \ \ SO N GATE VALVE
LU S tout
JA FIRE HYDRANT
S
a Q \ sp \\ \ \ \ \ D j Q ■ WATER METER
THRUST BLOCK
SDMH RIM-31'5Y SD
• RECOMMENDED POTHOLE LOCATI
RECOMMENDED POTHOLE N
1
2TELELINE
0' 20' 40'
3WATER LINE
4GAS SERVICE
5STORM DRAIN
6SANITARY SEWER LINE SCALE: 1"=40'
o DESII APPROVED. METRO TRANSIT CAPITAL DIVISION DATE.
60 �O SUBMITTAL va�►Obs DRAW PENG NOVEMBER 2021
D��, RAPIDRIDE 1 LINE
xm kg King County
CHECKED: PROJECTMD METRO RENTON SEGMENT DRAMNGNO:
xxxx ECK&SE1e UTILITY PLAN 1UT.03
No. RE: slop Br AcvO DATE CHECKED: CONIRACTNp. 2ND 21+00 TO 2ND 16+00 SHEETNO: D`
METROPROJECTENGINEER CXKK =K 266 XXXX
W-421404
S-421404
R-4214266