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' I GENERAL NOTES
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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.
1-10" GATE VALVE, MJxMJ N I 5. ALL UTILITY STRUCTURES (MANHOLES, CLEANOUTS, JUNCTION
cc I BOXES, HAND HOLES, VAULTS, ETC.) LOCATED IN A SIDEWALK,
co
(STA. 29+80.47, 53.39' LT) co r � I WALKING PATH, OR CROSSWALK SHALL BE FITTED WITH A
CO
U) U) I NON -SLIP OR NON-SKID COVER PER PROJECT SPECIFICATIONS.
0 0 o z z I �0 6. NO WORK SHALL BE DONE WITHIN 20 FEET OF PSE 230KV
N a o 0 0� I TRANSMISSION LINES.
z 10" DI 45° HORZ. BEND, MJ Q W w U I 7. REFER TO TREE PROTECTION PLANS. PROTECT TREES AND
R w 0 o m �W/ CONC. BLKG J J w � � I I VEGETATION WHEN WORKING WITHIN CRITICAL TREE PROTECTION
o Xw oc� �
Q "' o o � =STA. 29+86.89, 46.76' LT o o I / ZONE.
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CD z - wQ�� zQ� ,$) n wDw=w I m00
� � � � O J � � � � � � UTILITY NOTES
z 0 Ln 30 m II a 50 CD�=U 150 II II SUN
co
o U N W w w N I �� N 20 ADJUST EXISTING MANHOLE TO GRADE
N C29 35 N� I ww Naa >-�
N � N� O � I Z Z
N co N�/J \Ln
w �� N� N J o w � Ln 23 RELOCATE UTILITY POLE (BY PSE)
V VVV LD
Q N N 00 � w ~i �_ ICI m
z w 24 RELOCATE VAULT (BY OTHERS)
N N V p i N w
DO
EX ROW w 1 N j �, o w w 25 RELOCATE JUNCTION BOX OR SERVICE CABINET (BY OTHERS)
Cn
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ssddo - �° 0 _ w w ssd�o 26 RELOCATE HANDHOLE OR JUNCTION BOX (BY PSE)
4 L Q N N — — C
• 27 EXISTING UNDERGROUND ELECTRICAL CONDUIT (PSE)
oNoo 33 LF 28 35 1
28 EXISTING UNDERGROUND TELECOM CONDUIT
J aS aS
j 29 EXISTING UNDERGROUND GAS MAIN (PSE)
10" DI 900 HORZ. BEND, MJ 28 35 15 LF 50 28 108TH 32+13.38= I 40 ADJUST GAS VALVE BY PSE
0 W/ CONC. BLKG p o I 186TH 12+00.00 ( )
108TH AVE SE (`b 515) STA. 29+87.47, 23.58' LT p (K28I 28 50 N: 162196.520 41 RELOCATE GAS MAIN (BY PSE)
29 35 I I E:1302938.144
28+00 w 29+00 w 0+00 I 31 +00 32+00 33+00 42 RELOCATE GAS MARKER (BY PSE)
J J
I — — _ — — — I — — _ — I I
(108TH-LINE) 10" DI 900 HORZ. BEND MJ I I J i I I - 44 RELOCATE UTILITY RISER (BY OTHERS)
W/ CONC. BLKG 45 REMOVE EXISTING PRIVATE UNDERGROUND ELECTRICAL WIRING
0 50 I 29 50 50 28 50
L 1 STA. 29+96.04, 23.71' LT 1 1 1 I1 1 1 - - 1 1 AND ABANDON CONDUIT (BY OTHERS), SEE LIGHTING PLAN
G C; G G G I G 1 32 n3l - G -- - G G 47 RELOCATE UNDERGROUND TELECOM SERVICE (BY OTHERS)
50 i
M — - -- - -- S. C as
-inn nn M 48 ADJUST EXISTING MANHOLE TO GRADE (BY OTHERS)
o - 1 _ 49 ADJUST JUNCTION BOX OR PULL VAULT (BY OTHERS) 0
dH0 d
CD� w dM ��o � U 00
� J a I 50 PROTECT EXISTING FEATURE IN PLACE
� N J� p� - a Q o
o b�� EX ROW N = N N 00 N Q a M 56 RELOCATE TRANSFORMER (BY PSE)
�U�U w� DLO c I 50
7 ��bM ON00 9 m m o z I ' d
L N 57 RELOCATE MANHOLE (BY OTHERS)
�dM oNoo ,g J a �' U I PROP ROW o
w w N 31do ) ='N 58 RELOCATE JUNCTION BOX OR PULL VAULT (BY OTHERS)
_ a 0 (D a 29 50
SO 28 � o a a 59 ADJUST JUNCTION BOX OR PULL VAULT TO GRADE
a a U U U
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00 0 00 a_ 0 50 r a0 00 N N N 60 11 REMOVE EXISTING STREET LIGHT UNDERGROUND ELECTRICAL
r . � I Q z 5O LLJ c� � - WIRING AND ABANDON CONDUIT, SEE LIGHTING PLAN
_t 00 N N I L� p �O O CO Ln'6 d' d
LUJ 2'tUU� U I p HMO O VJ 4cO L2 LI,
o > 50 co o O � M � n u � 61 CONTRACTOR TO VERIFY OWNERSHIP IN THE FIELD AND
n co I ��in Lj
Ln II II II o � z COORDINATE RELOCATION OR ABANDONMENT WITH OWNER. � �,�
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WATER NOTES ^° m�� z 0 I M o
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11 REMOVE EXISTING VALVE BOX PER GENERAL NOTE 27 ON DWG 1 UT.OA ONLY AFTER o 31 INSTALL WATER SERVICE PER SOOS CREEK WATER & SEWER DISTRICT STD PLAN W-15
WATER MAIN HAS BEEN REMOVED. & W-20. TAP LOCATION AT WATER MAIN AS INDICATED. METER BOX PER SOOS CREEK
WATER & SEWER DISTRICT STD PLAN W-19 AT LOCATION AS SPECIFIED. CROSS BELOW
28 INSTALL NEW 10" DUCTILE IRON WATER MAIN. PROP. RETAINING WALL WITH 2' MIN. CLEARANCE. ENCASE IN SCHEDULE 30 PVC, SIZED
29 INSTALL AND CONNECT TO EXISTING SOOS CREEK WATER & SEWER DISTRICT WATER MIN. 2" NOMINAL DIAMETER LARGER THAN SERVICE LINE SIZE. CASING TO EXTEND 2'
MAIN AFTER SUCCESSFUL PRESSURE TEST, CUBING, AND DISINFECTION PER SOOS PAST EACH EDGE OF FOOTING. Z
CREEK DESIGN AND CONSTRUCTION STANDARDS - WATER WITH 8" MJ SLEEVE AND 10"
DI SPOOL AS REQUIRED. 32 UPON COMPLETION OF NEW WATER SERVICE INSTALLATION, REMOVE EXISTING
WATER METER BOX AND ABANDON EXISTING WATER SERVICE LINE. 0' 20' 40'
30 REMOVE EXISTING 10" DI WATER MAIN.
35 NOTIFY SOOS CREEK REPRESENTATIVES AT LEAST 72 HOURS IN ADVANCE OF ANY
CONSTRUCTION WORK. WORK SHALL NOT START UNTIL ALL MATERIAL, EQUIPMENT, DEVELOPMENT ENGINEERING
AND LABOR NECESSARY TO COMPLETE WORK IS ASSEMBLED ON THE SITE. WATER ;'+ SCALE: 1" = 20'
MAIN WORK MUST BE COMPLETED IN ONE (1) WORKING DAY OR OVERNIGHT. Michael Sippo 09/11/2024 F—S-421425 W-421425
AD -READY SUBMITTAL ' 1.VA DESIGNED: APPROVED METRO TRANSIT CAPITAL DIVISION DATE:
/ JUNE 2024
P�� Mv�/T ISSFI � I. VANBLANKENSTEIN G. FRANCO
(425) 453-5000 Q of S/y, DRAWN: RAP I D RI D E I LINE
1100 112TH AVE NE, SUITE 500co LQ King County
BELLEVUE, WA 98004 o
� z A. ZEA
06/1 2 CHECKED: PROJECT NO: R E N TO N SEGMENT DRAWING NO:
WASTEWATER UTILITY O G�STP\"' ��P. TISSELL E00566E18 MET UTILITY PLAN 1 UT.16
No. REVISION BY APP'D DATE jstowell 08/29/2024 SS/ONAL 'r G CHECKED: CONTRACT NO: 108TH 28+00 TO 108TH 33+00 SHEETNO: OF
K. CHANG YUEN CXXXXXXXX
207 473