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MIN F:I\ MIN MIN MIN
2" CLASz
*2" TO k" CI
4R CI
L 8. 5' MIN.
2' DEPTH OF
GRIND OR SSAWCUT AND REMOVE
MIN.
M1IN IMIN" M,IPJ P:�IFJ MIPJ
2" 'CLASS
CRJSHED ROCK. FLOWABLE FILL
OR AS REOJIRED BY ENGINEER
C%F CURB =R
;ENTER LINE OR
A`J- _INE
-ACP CLASS*
_ CRUSHED tiJRFA.CING TOP _COURSE
TY I`'.L TFAISVERSE PATCH
* FOR MINIM)>M STAIIDA3DS, SEE D` C—# HR-0,15= F E1EZEL.E PrVE_IEN=
SP PANE F032
! A7� P�lITO
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. E.D PLANS
C2; D a MdQffIE6 NJ7ES DC IG
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DATE -- ]L. - PP?'GI DWG- N.vE�-: 1103=-1 SP PAGE! H032.
TRANSVERSE PAVEMENT PATCH
NTS
LAN _ IN
MARKING
ST.AII VEHICLE `WEEL PATH
>�
> MIN, M1P`r. N11N.
.= . I 1 � = 9
.._... '.. ..............................._......... -.... ....- ............. ...._ ...............
L
M=N.
2" CLASS
2" SAV'rCUT 'ANE -'<-"SvrF
OR GRIND, SEAL 'X-TH
AR400 `9'
MIN.
*MINIMUM ACP CLASS `E' Or `B' SAA:_L BE:
PRINCIPAL/M NO/COLLEC-CR ARTERIAL S =E=TS Sr -NDUS-RIAL
ACCESS STR==-S - 6" ACP -CLASS 'E' :5r -3'.
RESIDENTIAL ACCESS STREETS - 2' ACP CLASS = r ,13%
Aye CLASS=
MIN, `
` " CRUS-ED
SURFACING TOF
vUURSE
EDGE OF PAVEMENT. -
EDGE OF CURB __ GJ_TER,
CUR CENTER OF -ANE L N=
RUSHED ROCK, FLOW -ABLE FI_L
OR AS REQUIRED BY ENGI` EER
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMEINT
SECTION MA`' BE DESIGNED. USING :AN A.P?R T:D IIF3R TYPICAL LONGITUDINAL PATCH AND OVERLAY
DETERMINING ?AVEMENT THICKNESS.
FOP. FLEk ELE Pf1TEMEN7
ADOPTEDyCyZ
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7)ATE I MICASION .—Y .AF PR DWG. NAME: H032 =F PACE: HO3i
LONGITUDINAL PAVEMENT PATCH
Know what's below.
Call 48 hours before you dig.
NTS
L o C,
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1
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UTILITY PIPE BENEATH
WALL ENCLOSED IN
STEEL SLEEVE
' I
I I
N /
UTILITY/POWER LINE
86
\ \ \ \ \ 866
\ \ \ #19
BOTTOM OF WATER 168.0 \
TOP OF SEWER 164.9 \ \ 90�
\ \ \#1
�\ �\ G
BOTTOM OF STORM 167.9
TOP OF SEWER 165.2 \ �7SSB
1 6\
� I �
t\ I I
I BOTTOM OF WATER 167.0
TOP OF SEWER 165.3
cc
k110
00
IN
I� a
GRAPHIC SCALE
10 20 40 80
5 ADDED AS -BUILT INFORMATION
D U N C A N S O N 4 ADD TRENCH PVMT RESTORATION
Company, Inc. 3 PER CITY COMMENTS
2 PER RESUBMITTING SCREENING
145 SW 155th Street, Suite 102
Seattle, Washington 98166 1 PER CITY COMMENTS
Phone 206.244.4141
Fax 206.244.4455 N 0. REVISION
( IN FEET )
1" = 20' (22x34)
1" = 40' (11X17)
DAS
4/ 12/22
HMD
SURVEYED:
SCALE:
JMB
SEE PLANS
LTK
0/13/1
HMD
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HMD
DRAWN:
HMD
ONE INCH
LTK
7712/ 17
HMD
CHECKED:
HMD
AT FULL SCALE
IF NOT ONE INCH
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
HMD
EX GAS
— EX ELECTRIC
BOTTOM OF GAS 180.7 ±
TOP OF WATER 179.7
BOTTOM OF WATER 179.3
TOP OF SEWER 177.5 f
PAVEMENT
RESTORATION
BOTTOM OF ELEC 180.7 ±
TOP OF WATER 179.7
MINIMUM VERTICAL
SEPARATION SHOULD BE
AT LEAST 12 INCHES
I
BUILDING SETBACK I
I
POSSIBLE STREET LIGHT CONDUIT
— CONFLICT WITH PROPOSED CATCH
BASIN. SEE SHEET C4.1
PAVEMENT
RESTORATION U1.1
NE 7TH
S 7-
BENCHMARK IS "SMAI"
NGS CPS CORS STATION.
ELEV = 449.6'
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
we►w s8 %.
Planning/Building/Public Works Dept
CONSTRUCTION RECORD DRAWING
I HEREBY DECLARE THAT THE HORIZONTAL AND VERTICAL LOCATIONS
OF THE WATER SYSTEM SHOWN HEREON ARE THE RESULT OF A FIELD
SURVEY PERFORMED BY ME OR UNDER MY DIRECTION. THE ABOVE
DECLARATION IS BASED UPON WORK PERFORMED IN ACCORDANCE
WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICES. WE
MAKE NO OTHER WARRANTY EITHER EXPRESSED OR IMPLIED.
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.
H
H
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.
LO
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LU
- S-395701 R-39571 1 0
W 395701
IN COMPLIANCE WITH CITY OF RENTON STANDARDS =
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DATE: U)
SUNSET'S EDGE TOWNHOMES 5/1/17
COMPOSITE UTILITY PLAN FIELDBOOK: LU
PAGE: '
DRAWING
701-707 SUNSET BOULEVARD NE, RENTON, WA U.1.1 z
SUNSET'S EDGE TOWNHOMES SHEET: 1 OF: 1 '^
DCI PROJECT NO. 15375 �JJ