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2" CLAS
*2" TO 6" C
OR CI
MIN MIN MIN MIN MIN \
2" CLASS 'B'
CRUSHED ROCK, FLOWAE—
OR AS REQUIRED BY ENGINEER
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
6.5' MIN.
1' 1' 2.5' 1' 1'
MIN MIN \ MIN MIN MIN
* FOR MINIMUM STANDARDS, SEE DWG# HR -05,
SP PAGE H032
OF CURB OR
npF PD\/FAAPNIT
ENTER LINE OR
ANE LINE
S*
D SURFACING TOP COURSE
TYPICAL TRANSVERSE PATCH
FOR FLEXIBLE PAVEMENT
tiR p ADOPTED
VOA CITY OF RENTON
+ 4
STANDARD PLANS
LST DATE: 02/05
DWG. NAME: H032-1 SP PAGE: H032.
TRANSVERSE PAVEMENT PATCH
NTS
LANE LINE
MARKING
STANDARD VEHICLE
WHEEL PATH
0ow
2" CLASS 'B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
4.5'
MIN.
I� 2.5'
MIN.
*MINIMUM ACP CLASS 'E' or 'B' SHALL BE:
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL
ACCESS STREETS - 6" ACP CLASS 'E' or 'B'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
3'
1 ACP CLASS* \
MIN.
—6" CRUSHED
SURFACING TOP
COURSE
EDGE OF PAVEMENT, -
EDGE OF CURB & GUTTER,
OR CENTER OF LANE LINE
CRUSHED ROCK, FLOWABLE FILL
OR AS REQUIRED BY ENGINEER
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT
�tiRY p� ADOPTED
CITY OF RENTON
+ +
"""��•��- STANDARD PLANS
LST DATE: 02/05
02/2005 MODIFlED NOTES I DCV I DC
07/2004 OD FED 1101E5 BY oz DWG. NAME: H032 SP PAGE: H032
DATE REVISION BY PPR D
LONGITUDINAL PAVEMENT PATCH
Know what's below.
Call 48 hours before you dig.
NTS
D co
o
1
I \ \
UTILITY PIPE BENEATH
WALL ENCLOSED IN
STEEL SLEEVE
UTILITY/POWER LINE
86
\ \ \ \ \ 866
\ \ \ #19
BOTTOM OF WATER 168.0 \
TOP OF SEWER 164.9 \ 90,
\
\ C
\ \ \#1�
0 \ G
BOTTOM OF STORM 167.9
TOP OF SEWER 165.2
6\
C Id-
�t\ I I
I BOTTOM OF WATER 167.0
TOP OF SEWER 165.3
I
LO
Go
I I 1 \ I
1 I I
IQ k
GRAPHIC SCALE I d
10 20 40 80
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
D U N C A N S O N
SURVEYED:
JMB
4 ADD TRENCH PVMT RESTORATION LTK 0/13/1 HMD
DESIGNED:
HMD
Company, Inc.
145 SW 155th Street, Suite 102
Seattle, Washington 98166
Phone 206.244.4141
Fax 206.244.4455
3
PER CITY COMMENTS
LTK
9/8/17
HMD
2 PER RESUBMITTING SCREENING LTK 7/18/17 HMD
DRAWN:
HMD
1 PER CITY COMMENTS LTK 7/12/17 HMD
CHECKED:
HMD
NO. REVISION BY DATE APPR
APPROVED:
HMD
X92
EX GAS
— EX ELECTRIC
BOTTOM OF GAS 180.7 f
TOP OF WATER 179.7
BOTTOM OF WATER 179.3
TOP OF SEWER 177.5 f
PAVEMENT 1 2
RESTORATION U1.1 U1.1
BOTTOM OF ELEC 180.7 t
TOP OF WATER 179.7
MINIMUM VERTICAL
SEPARATION SHOULD BE
AT LEAST 12 INCHES
I
BUILDING SETBACK
POSSIBLEI STREET LIGHT CONDUIT
CONFLICT WITH PROPOSED CATCP
BASIN. SEE SHEET C4.1
PAVEMENT
RESTORATION U1.1
1
l
NE STH
S 7 -
BENCHMARK IS "SMAI"
NGS GPS CORS STATION.
ELEV = 449.6'
SCALE:
HORIZONTAL: NAD D1983/1991
1988
SEE PLANS + CITY OF
RENTON
ONE INCH NAW N
AT FULL SCALE Planning/Building/Public Works Dept
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL SEPARATION NOTE
MINIMUM 12 INCHES VERTICAL CLEARANCE IS REQUIRED
FROM CITY UTILITIES TO OTHER UTILITIES AT CROSSINGS.
PAVEMENT RESTORATION 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.
RESTORATION FOR TRENCHES
(ROAD CROSSINGS)
MINIMUM 6.5 FEET WIDE PATCH RESTORATION IS REQUIRED FOR
TRANSVERSE PAVEMENT CUTS. PATCH SHALL BE A MINIMUM OF 1
FOOD BEYOND THE EXCAVATION.
IF OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ADJACENT LANE
LINE, THEN THE ENTIRE ADJACENT LANE WILL NEED TO BE PAVED.
RESTORATION FOR TRENCHES RUNNING
PARALLEL WITH THE STREET
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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W-395701 S-395701 R-39571 1 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS =
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SURFACE WATER UTILITY WASTEWATER UTILITY
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DEVELOPMENT ENGINEERING01
WATER UTILITY ,
rnair 10/24/2017 Abdoul Gafour 10/24/2017 11111
DATE: U)
SUNSET'S EDGE TOWNHOMES 1/17
FIELDB 0/
COMPOSITE UTILITY PLAN LU
PAGE: ' A
DRAWING
701-707 SUNSET BOULEVARD NE, RENTON, WA U.1 .1
SUNSET'S EDGE TOWNHOMES SHEET: 1 OF: 1 `^
DCI PROJECT NO. 15375 ,/J