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FILENAME: MILLI
GENERAL
UTILITY NOTES:
RHO.
STATE
FED. AID PROD. NO.
I.
ALL PIPE AND FITTINGS FOR WATERLINES SHALL BE CEMENT MORTAR -LINED DUCTILE
HIGHWAY DiVISiON
APPROVED
® Washington State
Department of Transportation
SR �5
SOUTH RENTON TO SUNSET BLVD. HOV
gN_17
IRON. ALL PIPE SHALL BE THICKNESS CLASS 52, UNLESS OTHERWISE SHOWN. PIPE
JOINTS MAY BE PUSH -ON OR MECHANICAL JOINT, UNLESS OTHERWISE SHOWN. ALL
WASH
I -IR- 405 - 3(783)..
FITTING JOINTS SHALL BE MECHANICAL JOINTS, UNLESS OTHERWISE SHOWN. PE
LEGEND
SLEEVES SHALL BE INSTALLED BETWEEN MECHANICAL JOINT FITTINGS WHERE REQUIRED.
2.
ALL VALVES 12 INCHES IN DIAMETER OR LARGER SHALL BE INSTALLED IN A VAULT.
EXISTING
NEW
GATE VALVES SHALL BE SUITABLE FOR 250 PSI OPERATING PRESSURE AND SHALL
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of
1C,74
SHEETS
PROJ. ENGR. J.E. JOHNSON
BE METROSEAL 250, AS MANUFACTURED BY U.S. PIPE, OR APPROVED EQUAL.
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RoseWater Engineering, Inc.
MILL AVENUE
UTILITY LEGEND AND GENERAL NOTES
DIST. ADM. R.Q. ANDERSON
- - - -- - - --- -- 6" W - - - - --- - - --
6" W
WATER LINE
3.
FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH DETA I L
DATE
REVISION
BY
WD-7
- - - - -- -- - - - - -- 12" 5 -
12" S
SAN SEWER LINE
4.
ALL WATER MAINS SIX INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE
CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE 2 LB /CU FT
- -- - -- +" G -
4° G
GAS LINE
DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG"
ONLY, "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END.
- -- - -- Bf -- - - -- - --
BT
BURIED TELEPHONE
5.
UNLESS OTHERWISE SHOWN, MANHOLES SHALL BE AS FOLLOWS:
- -- OP
OP
OVERHEAD POWER
MANHOLES OVER 7' -0" DEEP - DETAIL
8
_ -- -- IS'" S1
18" ST
STORM SEWER
Wi
MANHOLES 4' -0" TO 7'-0" DEEP - DETAIL 2
r�
0
MANHOLE
11
CATCH BASIN
6.
ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS
MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL
O
SANITARY CLEANOUT
APPROVED IN WRITING. SHACKLE ALL WATERLINE BENDS. FOR RUNS OF JOINT
RESTRAINTS IN EXCESS OF 20' WITHOUT FITTINGS, RESTRAINED JOINT PIPE MAY BE
FIRE HYDRANT
USED. JOINTS MUST BE CAPABLE OF BEING DEFLECTED AFTER ASSEMBLY.
®
WATER METER
7,
ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO
INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE PAVEMENT,
r
WATER VALVE BOX
SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A
MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
r >1
DG
GATE VALVE UNDER 12"
g,
A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL
EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED,
g.
•
GATE VALVE IN CHAMBER 12"
WITHIN TEN DAYS, WEATHER PERMITTING.
TELEVISION J BOX
9.
BLOCKING FOR CONVEX VERTICAL BENDS IN WATERLINES SHALL BE IN ACCORDANCE WITH
6-L
WSDOT STD. PLAN B -22. TURNBUCKLES SHALL BE USED.
-}
TELEPHONE VAULT
10.
CAUTION - EXTREME HAZARD - OVERHEAD ELECTRICAL SERVICE LINES ARE GENERALLY
NOT SHOWN ON THE DRAWINGS. ELECTRICAL LINES SHOWN ON THE DRAWINGS ARE
ter°
ELECTRICAL J BOX
LOCATED BY POINT -TO- POINT, POWER POLE -TO -POWER POLE CONNECTION. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED
BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING
. ... . ...
DITCH
CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL MEET WITH UTILITY OWNERS AND DETERMINE THE EXTENT OF HAZARD
ASPHALT CONCRETE GUTTER
AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS MAY BE REQUIRED.
'
11.
IDENTIFICATION, LOCATION, MARKING AND RESPONSIBILITY FOR UNDERGROUND
UD -T - -i°
UNDER DRAIN
FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122,
REVISED CODE OF WASHINGTON,
12.
SIDEWALK PATCHING SHALL MATCH EXISTING THICKNESS AND FINISH.
-224 to
A 4COMPLIANCE W o, exaq.�F FY lei l"A
U
tea -a-
FOR "AS CONSTRUCTED G® °
m
PLANS" ONLY — -- Date . °,°,.«�� +�' •,.GGrrsa�
Date ssro "M E" 4�ONAL6�a �i1r
h
Sw - a7 -asvD
FILENAME: MILLI
RHO.
STATE
FED. AID PROD. NO.
SHEET
TML
HIGHWAY DiVISiON
APPROVED
® Washington State
Department of Transportation
SR �5
SOUTH RENTON TO SUNSET BLVD. HOV
gN_17
PLOT DATE: 8/9/91
10
WASH
I -IR- 405 - 3(783)..
DRAWN E.M.L.
CHECKED DNP
JCB NUMBER
91WO97
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of
1C,74
SHEETS
PROJ. ENGR. J.E. JOHNSON
U!'�S
oaratTw+la
RoseWater Engineering, Inc.
MILL AVENUE
UTILITY LEGEND AND GENERAL NOTES
DIST. ADM. R.Q. ANDERSON
16.91
REVISED SHEET #'S PER WSDOT
CONTRACT NU"BER
osa
DATE
REVISION
BY
PP'D
ROLL 1 149 254