HomeMy WebLinkAboutT-37520542 MAX
24 MIN
_nN= �. €ANE. ..... CJRB_LANt ti
4L`^"Y'T* ..ENTER CENTER
IN INT
'... 1,12
A, B., ,.ANE LANE
I-T/2J1P j
1/a''EX9Ni MATERIAL
1J4'R A7 JOINTS
STD 90' BRACKET OR 380''`x'
ADJUSTABLE BRACKET IF 11/2'X4' EXPANSION MATERIAL A
REQUIRED. I t
"' 14`R AtJONTS CEM. CONG cURe. AND COME
PIPE CAP
A
I X24" I =.-8 (TYP.)–STRIPE SCORE LINES 10 BE RADIAL A r „ W
4I 8 ('TYP }-OPEN TO CURB AND GUTTER. A
2., GALVANIZED - t ) S1 RL �,.
STEEL PIPE 8-Yi' 3' MIN L^f,EARnNDE 1 rGI;G'.1"jE-k. 1`tiNE. FTP. .ANE �••(`5'?�_ ae �,
FROM FACE Or %� GUTTER 611AE 'WE 1/2"X<" EXPANSION MATERIAL
CURB. ?' ( I
IV MIN CLEARANCE (r'�E I � 1/4"R AT JOINTS SCORE LINES
BE NO CUR11_B E.�t
--TRE —TIRE. I TIRE "—TIRE
CLASS '0'
TF2ml�5-' TRACKS. TRACKS -)TRACKS. _ _ "W -WIDTH OF SIDEWALK
CEMENT
1-1/2' CONCRETE ;r T�RCAL 4—LANE ROADWAY CONFIGURATION
3 :OTL: FOR ROADWAYS WITH MORE OR LESS LANES', THE SAME 11CNCURATION APPLIES.
5/e<h K C�'P Tc THkRM09seA5HC/,PAINTED BARS CENTERED ON THE LANE LINES AND
1–T/2' MINUS i4 H kNTER OF TRAVELLED PORTION OF THE LANE TO MhNIMIEE THE WE ON
CRUSHEROCK D i L HER{OPLAS"IC/PAINT.
1/2"X5' EXPANSION
t/4"/F7. SLOPE MATERIAL: CURB RETURN
ONLY
i/YR 1/4`/FC SLOPE
/2'R
1/2-R
( -PAVEMENT ASPER PLANS
4" 1 PAVEMENT AS PER PLANS
STANDARD CEM. CONIC. PARNWAYJ LSTANDARD CEM.
CONIC. CURB AND
GROUND MOUNTED STREET NAME SIGNS CURB AND CUTTER SUTTER
♦�'!~ `� M. PLAN 7 SECTION A–A SECTION S–B
O Clary or RRD ON te t • PLACID WORKS THERMOPLASTIC/PAINTED Rolm
DEPARTMENT CROSSWALK I
�1 STANDARD PLANS
1&f DATE 04/04 SEE SHEET 25.1. FOR ROADWAY DEVELOPMENT iTgNOPR65
ATE REVIS I BY PPR- DWG. NAME: (3013 SP PAGE G013
GNFRAI NOTES!
ANR. DVYMY : N.TS D1NL BE AAQ° N01'10 "'XYD i5' A/C NON LESS IWM IV C/C. THE, sN l
.I BE LESS TNAV DAIS' W YNN XNESS M9 R(ML D' EXTENDED V B0.DWE
_TIE DNTER CN. 1/2'
1"M5 J SNUL BE P D AT HL COLD XAHS AS DDEMD BY EN49lp{ AND SMPll EXIEBD I'
BELGA CMCAFiC.
NTS VMEPE THE 4°E'- 6 TO BE IkACEB Ac4 l T C C°PB 4N° O.10 THE RINDSN. 9E A Clip
Ground Mounted Street Name Signs NTS ANT.T/RPARB04GAND.UUVDALµ AilB. BH.YLTID AT
Yin)NBM PC.'STOPT: SATL, CWffi PENRNS:
1/YX4' TRETE x SAS SHALL HE COBV AT TU EYNIRM. ATNTS K NANEL.
g Thermoplastic/Painted Crosswalk NENXT°���°°° T°NE�°�n °813/ N^ �^
CNIRYNYENi,
INC cCNCRETE-SHALL NAE A BBooI nNSH PTR AL Wccs eAww A 2 1/2" TOOLED FINISH,
LANE LINE SYSORMWAE
E CPACDDN THATL SD -n tNOwnm PROCTOR}. TYPICAL SIDEWALK
ADOPTED
G CIN or Riori
MARKING CI
7,_B" • ��T•
i
STANDARD VEHICLE WHEEL PATH SPANDARD PLANS=DAt8D4/04
DATE REJISION BY PRD DWG. NAME: F007 SP PAGE: FOU7
t
3 45 3
`N., MIN. IV1(N,..
NTS
— — Typical Sidewalk 4
1' V ACP. CLASS -
MIN. MIN.
6" CRUSHED
2" CLASS 'B' SURFACING. TOP
COURSE
2" SAWCUT AND REMOVE EDGE OF PAVEMENT,,
OR GRIND, SEAL WITH EDGE OF CURB & GUTTER,
AR4000W LOR CENTER OF LANE LINE
MIN.
CRUSHED ROCK,FLOWABLE FILL
OR AS RECUIRED BY ENGINEER
-MINIMUM ACP CLASS 'E' ID 'B' SHALL or T=375205
PRINCIPAL/MINGR/COLLECTOR ARTERIAL STREETS .& INDUSTRIAL
ACCESS STREETS - 5° ACP CLASS 'E' or V.RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'.
NOTE:
UPON REQUEST OF ENGINEER: NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL. PATCH. AND OVERLAY Approved By: Date: ZU
DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT
4, ADOPTED
Tin or '• NMNDos Approved By: Date:
° ]SC DME4U2/OS.
°D "° Approved B
DATE REVKION By pR' DWG. NAMEH032 SP PAGE;Hd32 pp y: Date:
NTS
2" Grind and Overlay 3 Not Used 5 Approved By: Date:
ARCHITECTS
THA
CONSULTANT
COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE. WA 98104
P: 2061343-0460
F: 2061343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
STAMP
REVISION NO.
D PERMIT RESUBMITTAL
Z PERMIT RESUBMITTAL
A3 PERMIT RESUBMITTAL
Renton Highlands
Library
Renton WA
DATE
5/19/14
7/11/14
9/9/14
ISSUANCE
BID DOCUMENTS
PROJECT NUMBER
C131436-01
DATE
SEPTEMBER 9, 2014
SCALE
As Shown
DRAWING TITLE
PAVING, SIGNING,
STRIPING AND
CHANNELIZATION DETAILS
SHEET NUMBER
C-511
�
0
D
g c
�
3
c 3
GZ'1
�
z
e ti j
m
a z
ao
zm
Qo
0
D
g c
E
p}�g
GZ'1
9 S 2
e ti j
C
a z
ao
zm
z
z
z
O
n z�
Z O
41,
a o_c
� -z
e ti j
r
WJ
N