HomeMy WebLinkAboutR-425514Z
ti
O
Z
O
M
v
R/W
10' 1
5' WALK
1.59 MAXI
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CONCRETE SIDEWALK
PER C.O.R. STD PLAN 201 (TYP)
SEE SHEET CX.XX
PROPERTY
LINE
11.5' ROW
CONCRETE VERTICAL CURB AND GUTTER
PER C.O.R STD PLAN 101 (TYP)
SEE SHEET CX. XX
2' , 8' WALK ,1. 5' I 6. 5, r 0. 5'
1.51 MAX
CONCRETE SIDEWALK
PER C.O.R. STD PLAN 201 (TYP)
SEE SHEET CX. XX
CONCRETE 1/ERTICAL CURB AND GUTTER
PER CO. R STD PLAN 101 (TYP)
SEE SHEET C142
PA WMENT SHALL FOLLOW ARTER/AL
COLLECTOR PA 1/EMENT SECTION OR MATCH
EXISTING, WH/CHEI/ER /S GREATER. SEE
ARTER/AL PA I/EMEN T SECT/ON, TH/S SHEET.
EX/ST/NG GRA2
*DUE TO EXISTING GRADE, SLOPE AND TREES, A STREET
MOD/F/CA T/ON WAS GRANTED AL ONG SUNSET A Vf- TO INSTALL
A 5 FOOT W/DE PLANTER AND 5 FOOT WIDE SIDEWALK
WALL TO BE INSTALLED AS NEEDED
J0'
10' PWT
„29
23'
53'
ROADWAY
0.5' 0.5'
10' 10' 6' PARK/NG 8' PLANTER 5'
(WHERE (WHERE SHOWN ON
SHOWN ON PLANS)
PLANS)
1.59' MAX
GRIND AND 0Vf_RLA Y
AS REOU/RED.
R/W
ASPHAL T PA 1/EMENT
PER SURFACING SECT/ON,
THIS SHEET
(ROAD A)
SECT/ON A A
SCALE 1:5
20'
10' 10'
0-4' 6' 10' 6' 10' 0-4'
AS SHOWN AS SHOWN AS SHOWN AS SHOWN
ON PLANS I ON PLANS ON PLANS I ON PLANS
EX N13.5' N16'
29
ASPHAL T PA Vf -MEN T
PER SURFACING SECT/ON,
THIS SHEET
(ROW 1 - ROW 6)
SECTION B-B
SCALE- 1:5
EXISTING PA 1/ED ROAD
(NE 12TH ST)
SECTION C-C
SCALE- 1:5
(NE SUNSET BL VD)
SECTION D-D
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
8/g1
SCALE 1:5
J0'
R/W
10'
1
REVISED PER CITY COMMENTS
MJS
7/26/231
HHH
SURVEYED:
BY OTHERS
2
REVISED PER CITY COMMENTS
KEL
9/12/23
HHH
DESIGNED:
HOLL/ HEA1/R/N
3
REVISED PER CITY COMMENTS
KEL
10/11/22
HHH
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA 1/R/N
NO.
REVISION
BY
DATE
APPR
APPROVED:
ROLL/ HEA 1/R/N
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
FINISH GRADE AS -
SHOW ON PLANS
4" HOT MIX ASPHAL T (HMA)
CLASS 1/2" PG 64-22
6" CRUSHED ROCK
SUITABLE SUBGRADE
COMPACTED TO 959 OF
MAX. DRY DENSITY.
ASPHAL TPA VEMENT
SURFACING SECTION
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
NO SCALE
18"
FINISH GRADE AS
SHOWN ON PLANS
4" THICK CEMENT y a . °
CONCRETE
6" CRUSHED SURFACING
TOP COURSE COMPACTED
TO 959 MODIFIED PROCTOR.
WAL`(WA Y
SURFACING SECTION
ASPHAL T THICKENED EDGE DETAIL
NOT TO SCALE
CITY OF
RENTON
Planning/Building/Public Works Dept.
NO SCALE
1 0/11/23
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425514
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
yqi 12/06/2023
0,
0
0
0
N
N
N
DATE:
TOWNS ON 12TH 10/111202J
3916 & 3926 NE 12TH ST, RENTON, WA 98056 FIELDBOOK:
PAGE:
DRAWING NO:
ROAD SECTIONS C3.31
SHEET: OF:
14 93