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MIN. WIDTH OF TRANSVERSE
PATCH (ROAD CROSSING)
SHALL BE 6.5 FEET. PATCH
SHALL BE A MIN. OF 1 FOOT : r
BEYOND THE EXCAVATION. IF
THE OUTSIDE OF TRENCHING IS +0
WITHIN 3 FEET OF ANY
ADJACENT LANE LINE, THE
ENTIRE AFFECTED LANE SHALL ..
BE REPAVED. ,
COMBINED PUBLIC
DETENTION/WET VAULT
IIICOMMCTOR TO USE CAUTION WHEN -
EXCAVA71NG AROUND EXISTING GAS hWNIII
HAND DIGGING MAY BE NECESSARY.
PIPE TO BE LOCATED PRIOR TO START
OF CONSTRUCTION.
PUBLIC WATER EASEMENT
(FROM R.O.W. LINE TO R)
CB #14
(HIGH FLOW BYPASS) 5' MIN SEPARATION /BETWEEN
RTION OF PARCEL 20305-9Q1
STORMFILTER MANHOLE BETWEEN STORM DRAIN AND
SANITARY SEWER (TYP) MIN SEPARATION
WATER AND
TARY SEWER (TYP)
CB#8 SSMH#9 _CB#9 CB#10-�8#-1--------
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"CAUTION"
8" HIGH PRESSURE
GAS MAIN
LIGHT POLE WITH LUMINAIR TO REMAIN IN PLACE.
INSTALL 3'X5' CONCRETE PAD AROUND BASE OF
POLE PER DETAIL ON THIS SHEET AND PER THE
DIRECTION OF ERIC CUTSHAL, CITY OF RENTON
TRANSPORTATION MAINTENANCE MANAGER.
MIN. WIDTH OF TRANSVERSE PATCH (ROAD SSMH #2
CROSSING) SHALL BE 6.5 FEET. PATCH
SHALL BE A MIN. OF 1 FOOT BEYOND THE
EXCAVATION. IF THE OUTSIDE OF TRENCHING
IS WITHIN 3 FEET OF ANY ADJACENT LANE
LINE, THE ENTIRE AFFECTED LANE SHALL BE
REPAVED.
SSMH #3 CB #2
+ .'" �� CB #1 SSMH #4
RELOCATE EX. TRANSFORMER
TO LANDSCAPE AREA WITHIN
:.. GRANT AVE R.O.W.
FOR ANY STREET WITH LANES MARKED WITH CHANNELIZATION
STRIPES AND/OR BUTTONS, THE LANES ARE DETERMINED BY
CHANNELIZATION. IF THE OUTSIDE OF TRENCHING IS WITHIN 3
FEET OF ANY ADJACENT LANE, THE ENTIRE ADJACENT LANE
AFFECTED SHALL BE OVERLAID.
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30 0 10 20 30 60
GRAPHIC SCALE
SCALE:1'-30'
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SSMH #1
APPROX. LOCATION OF POWER, GAS,
TELEPHONE, AND CABLE TO BE
LOCATED IN COMMON TRENCH.
EASEMENT TO BE PROVIDED UPON
DESIGN COMPLETION FROM PURVEYORS
CB #12 CB #13
SSMH #10
XT WATER
CB #5
CB #3 CB #4
10' MIN SEPARATION
BETWEEN WATER AND
SANITARY SEWER (TYP)
5' MIN SEPARATION
BETWEEN STORM DRAIN AND PARCEL. 26060-0000
SANITARY SEWER (TYP) HERITAGE VILLAGE CONDOMINIUM
NOTES:
—ALL PIPE CROSSINGS TO MAINTAIN VERTICAL CLEARANCE OF 12" MIN. BETWEEN PIPES.
—THE MINIMUM REQUIRED VERTICAL CLEARANCE OF PROPOSED UTILITIES FROM EXISTING GAS
LINE ON GRANT AVENUE SHOULD BE CONFIRMED AND PROVIDED ACCORDINGLY.
ETHAFOAM PAD IS TO BE PROVIDED IF MINIMUM 12" VERTICAL CLEARANCE IS NOT
AVAILABLE AT CROSSING
8' LANDSCAPE 5' PROPOSED
STRIP SIDEWALK
5'
EXISTING CURB
INSTALL 3'X5' 4" THICK
CONCRETE PAD EXISTING LIGHT POLE
WITH LUMINAIRE TO
REMAIN, REPLACE EX.
JBOX PAD
LIGHT POLE DETAIL
NTS
NOTE:
-FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT-OF-WAY, PAVEMENT RESTORATION
SHALL BE DONE AS PER CITY OF RENTON STANDARD TRENCH RESTORATION AND
STREET OVERLAY STANDARDS.
ADDED PAVEMENT TRENCHING DETAIL
NO. 1 REVISION
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10 i CB #15 cn
SSMH #7 I SSMH #8
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3/4 WATER
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STREET LIGHT POLE \lJONCTION BOX
PLAN VIEW
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4" DEEP
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SIDE VIEW
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LIGHTING STANDARD & JUNCTION BOX ` 11
PLAN VIEW
INDIVIDUAL JUNCTION BOX
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NOTE:
CLASS 'B' CONCRETE TO BE
USED N CONSTRUCTION OF PAD
INN
1 "=20'
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90" AOOOADMq.Y
PUBLIC WORKS I CONCRETE PAD DETAILS
DEPARTMENT
Mnew "°' '"° IM71001 � CITY OF
RENTON
DATU M
Planning/Building/Public Works Dept.
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S-391 001 /W-391 001 1 ow
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2
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WASTEWATER UTILITY WATER UTILITY z
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