HomeMy WebLinkAboutR-388314APPROACH LINE
588888a laIIIIIII UT8"
1 4" WHITE TYPE 'I'
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REFL.)
NUMBER AND LOCATIONS OF ARROWS
APPROACH LINE LENGTH ARROW LOCATIONS rOR
20'-50' 1 ARROW (20' BACK FROM CROSSWALK OR STOP BAR)
50'-125' 2 ARROWS(20' BACK & END OF APPROACH LINE)
125-300' 3 ARROWS(20' BACK, MIDWAY & END OF LINE) ARROWS
OVER 300' AT 100' INTERVALS
'�I WHITE 12" TO 24"
01 m
a
10 STOP LINE
WHITE
I .
WHITE EDGE OF ROAD LINE
TURN MARKINGS
10'-0"
6' TO 8"
AS
WHITE OR YELLOW TRAFFIC FLOW ~--
6" TO 8"
ISLAND W/CROSSHATCHING
15,-0" 9'-0
3: 5 RATIO
WHITE LANE LINES o44
r
Pavement Marking Details
II ADOPTED
RAILROAD CROSSING MARKING �; .� CITY OF RENTON
SKIP APPROACH LINE STANDARD PLANS
LST DATE:L-Aug-90 City Of Renton Std Plan H-008
a s a a a s DWG NAME:HR-03 SPPAGE: 11008 Pavement Markings
I— 9' 15' 3' MITE Y 4 WH E TYPE I
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REFL.)
LANE LINE
•9'• — 15' --� 13'� •� 4" WHITE TYPE 'I' • `}
LINE MARKERS
4" WHITE TYPE 'Ile'
LINE MARKERS (REFL.)
CHANNELIZATION MAKERS DETAIL
p ADOPTED
`0 CITY OF RENTON
♦I,�
� STANDARD PLANS
LSf DATE.04/04
DWG. NAME: H002 SP PAGE: HOC_
NTS
Channelization Markings
5
EDGE Leaf l
PAYED SHOULDER
HALF MARKER
"I IALE INTERVAL)
810E 04
r4i
� b t
j
PA L, StK)ULDER -
FULL MARKER
(1 WE INTERVAL)
AERIAL SURVEILLANCE MARKERS
CENTERLINE OF
1
GROSS CULVERT
E;wE LLHE
ANGLE
y T CROSS CULVERT
t
�
PA VEn SHOUL(ER
CROSS CULVERT
- EDGE LINE
I.
GENERAL NOTE
See GOn"a for L0 tlon and
matenal requirements
r
TYP
SEE NOTE 1
r I
ROADVAY LANE
,
CROSS1NlalL�__
r MAX
i I t FOR f &IOIA.DERS _
—1 'I 1 FOR VADER SHMDEAS
- — - SEE NOTE 2
IE NOTES
�\MWAM T For skewed QD1lwalks positron Ina Ines parallel
to the traffic lane
2. Instafl Crosswalk Line in 11,000er area any wtN3n
etlj—t to sioe—P, or separate walkway
STANDARD PATTERN
PAVED SHOULDER
CATCH BASIN OR
GRATE INLET
5 MA%
T\
ROAOV.4
F Ir f TYP
FSCD)TTE ZE'C(
�• qc�j 2 �,P
DRAINAGE MARKING
IIIjjIjjIIII jjIjjII IIIj1I 4
b� l l l l I oPJ 'O •/57� "4�U\��
JEO N,AL
U U U U U'U __ U U U I EAMFS YA' 5, 2003 1
USE TYPICAL SEI FOR I - 1 USE LINE FOR SHOULDERS
SHOULDERS VADER THAN f - - -- I -. A'-- .-I �.. C TYP. A' NOW ER LIMN A'
SEE NOTE 2 SEE NOTE2 PAVEMENT MARKINGS
iE LANE
STANDARD PLAN H"5c
LOCAL AGENCY
OPTIONAL PATTERN
SFLFr2OFJ SHEETS
CROSSWALK LINES
ADOPTED
-�<Y �j CITY OF RENTON
STANDARD PLANS
LAST DATE: 06/24/2002
SP PAGE H009.1
27th Ave C/L
25 .-_- - -.
20
OR
Approved By:
Approved By:
Approved By:
Approved By:
In Compliance W/ City Of Renton Standards
Date:
Date: _
Date:
Date: _
CURS' i LANE LANE CURB LANE
CENTER CENTER
IN IN
LANE LANE
i
10'
At�(TYP.)
86"MIN.(TYP.) 24" "(TYP.)—STRIPE
"(TYP.)—OPEN
LANE (NP') LANE —STRIPE
CONCRETE LINE LINE 1
GUTTER
__!�
TIRE TIRE TIRE TIRE
TRACKS TRACKS TRACKS TRACKS
* TYPICAL 4—LANE ROADWAY CONFIGURATION
* NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PRINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
CY
0, PUBLIC WORKS THERMOPLASTIC/PAINTED ROLL PLAN — 127
DEPARTMENT CROSSWALK
� N r D E
City Of Renton Std Plan H-009.1 NTS
g
Pavement Markings
PROPERTY LINE
1.0% __�-----�
`_..
20' I VC--� i
1 1
Cq Oo Lq
Lfi LO L(7
CV CT) N
N J
w
I II
'y' W � w
U � U
...............: —
Cl- Cl- U CL
PROPOSED DRIVEWAY SURFACE
25
..............................................................................
i_11 .
Ex Surface
- - - - - - - - - --- 20
Driveway Profile
Scale: III=O' V. 111= I' H
1+00
2+00
2+20
TITLE
LONGACRES
BUSINESS
CENTER
SW 27TH ST & NACHES
AVE SW
CONSULTANT COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
ISSUED:
DATE DESCRIPTION
03/09/2016 BUILDING PERMIT RESUBMITTAL
KEY MAP:
I
I''
I ;M
rm
0
0
PROJECT NUMBER C152268-03
DRAWN BY SAS
ISSUE DATE 05/04/2017
SEAL
�otiL pET�,
z
36936
GISTEgCy�
ONAL
SHEET TITLE / NUMBER
Paving Details
NTS
Not Used
6
Not UseNdTS 0
R-388314